,{ " .--' 
c-Ure ;/.'+1 . ,...,.., r"';'.. '",' r"'1 ' j j j j j j j .J j j j j j j j j j j j 
) /
(Attorney-in-Fact) Vr 􀁉􀀯􀁖􀁾􀀠 \}J 􀁾􀀮􀀠 I Ne . .􀁾􀀠 .... STATUTORY PERFORMANCE BOND PURSUANT TO 􀁃􀁈􀁁􀁲􀁾􀁾􀁐􀁴􀀠 OF THE TEXAS GOVERNMENT CODE 􀁾 (U) 0 (pDBLIC WORKS) '81 (penalty
of this Bond must be 100% of Contract Amount) KNOW ALL MEN BY TImSE PRESENTS, That Jim Bowman Construction Company, L.P. (hereinafter called the Principal), as Principal, and First National
Insurance Company of America (hereinafter called the Surety), as Surety are held and firmly bound unto the Town of Addison (hereinafter called the Obligee), in the amount of Thirty-Three
Thousand, Three Hundred Thirty-Nine and 50/100 Dollars ($ 33,339.50 ) for the payment whereof the said Principal and Surety bind themselves and their heirs, administrators, executors,
successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 26th day of June
, 2001 to Driveway Paving Improvements at Beltline and Midway which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein.
NOW, THEREFORE, THE CONDITION OF TillS OBLIGATION IS SUCH, that if the said Principal shall faithfully perform the work in accordance with the plans, specifications and contract documents,
then this obligation shall be void, otherwise to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas
Government Code and all liabilities on this bond shall be determined in accordance with the provisions, conditions and limitations of said Chapter to the same extent as if it were copied
at length herein. IN WITNESS WHEREOF, the said Principal and Surety have signed this instrument this 24th day of July , 2001. JimBo Construction Com an ,L.P. (principal) By: Firs of
America (Surety) By: 
STATUTORY PAYMENT BOND PURSUANT TO CHAPTER 2253 OF THE TEXAS GOVERNMENT CODE (PUBLIC WORKS) (penalty of this Bond must be 100% of Contract Amount) KNOW .ALL MEN BY THESE PRESENTS, That
Jim Bowman Construction Company, L.P. (hereinafter called the Principal), as Principal, and First National Insurance Company of An1erica (hereinafter called the Surety), as Surety are
held and finnly bound unto the Town ofAddison (hereinafter called the Obligee), in the amount of Thirty-Three Thousand, Three Hundred Thirty-Nine and 50/100 Dollars ($ 33,339.50 ) for
the payment whereof the said Principal and Surety bind themselves and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 26th day of June 200 I to Driveway Paving Improvements at Beltline and Midway which contract
is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDmON OF THIS OBUGATION IS SUCH, that if the said Principal
shall pay all claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said contract, then this obligation shall be void; otherwise
to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas Government Code and all liabilities on this
bond shall be determined in accordance with the provisions, conditions and limitations of said Chapter to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the
said Principal and Surety have signed this instrument this 24th day of July , 2001. JimB an Construction Com an L.P. , (principal) By: Jim B wman, General Manager 'Com an of America
(Surety) 􀀨􀁁􀁴􀁴􀁯􀁾􀁥􀁹􀀭􀁩􀁲􀁩􀀺􀁆􀁡􀁣􀁴􀀩􀀠 PyB-2 
SECTION MB MAINTENANCE BOND STATE OF TEXAS COUNTY OF DALLAS That ___---'J"'im=B::;o'-'WJUan==____ as principal and Jim Bowman COnstruction Company, L.P. ___=_:-;;.--:,-;-_.......,,,-_
, a corporation organized under the laws of Texas First National Insurance and Company 0 f Amer iea as sureties, said sureties being authorized to do business in the State of Texas,
do hereby expressly acknowledge themselves to be held and bound to pay unto ihe Town of Addison, a municipal corporation, chartered by virtue of a Special Act of Legislature of the State
of Texas, as Addison, Dallas County, Texas, the sum of Thirty-Three Thousand, Three Hundred Thirty-Nine and 501100 ($33,339.50) for the payment ofwhich sum will and truly to be made
unto said Town ofAddison and its successors, said principal and sureties do hereby bind themselves, their assigns and successors, jointly and seVerally. This obligation is conditioned,
however, that whereas said Jim Bowman Construction Company, L.P. has this day entered into a written contract with the said Town of Addison to build and construct the Driveway Paving
Improvements at Beltline and Midway .MS-2 
which contract and the Plans and Specifications therein mentioned adopted by the Town of Addison, are hereby expressly made a part hereof as though the same were written and embodied
herein. WHEREAS, under the Plans, Specifications and Contract it is provided that the Contractor will maintain and keep in good repair the work herein contracted to be done and perfonned
for a period of two (2) years from the date of startup, and to do all necessary backfilling that may arise on account of sunken conditions in ditches, or otherwise, and to do and perfonn
all necessary work and repair any defective condition growing out of or arising from the improper joining of the same, or on account of any breaking of the same caused by the said Contractor
in laying or building the same, or on account of any defect arising in any of said part of said work laid or constructed by the said Contractor, or on account of iroproper excavation
or backfilling; it being'tmderstood that the purpose of this section is to cover all defective conditions arising by reason of defective materials, work or labor performed by the said
Contractor; and in case the said Contractor shall fail to do, it is agreed that the City may do said work and supply such materials, and charge the same against the said Contractor and
sureties on this obligation, and the said Contractor and sureties hereon shall be subject to the liquidated damages mentioned in said contract for each day's failure on its part to comply
with the tenns of the said provisions ofsaid contract; NOW TIlEREFORE, if the said Contractor shall keep and perfonn its said agreement to maintain said work and keep the same in repair
for the said maintenance period of two (2) years, as provided, then these preseQts shall be null and void and have no further effect; but ifdefault shall be made by the said Contractor
in the performance of its contract to so maintain and repair said work, then these presents shall have fun force and effect, and said Town of Addison shall have and recover from the
Contractor and its sureties damages in the premises, as provided, and it is further understood and agreed that this obligation shall be a continuing one against the principal and sureties
hereon and that successive recoveries may be had hereon for successive branches until the full amount shall have been exhausted; and it is further understood that the obligation herein
to maintain said work shall continue throughout . said maintenance period, and the same shall not be changed, diminished, or in any manner affected from any cause during said time. MB-3

First National Insurance IN WITNESS WHEREOF, the said Company of Americ:.".._____ has caused these presents to be executed by Raymon R. Dyer and the said RaYmon R. Dyer has hereunto
set his hand this the ______ dayof ___________ ,20 01 SURETY PRJNCIPAL an ,L.P. By: • of America JimB 􀀭􀁾􀁾􀁾􀀭􀁾,􀀭 Ge􀁾nera􀁾l M􀀭an􀀭age􀀭r 􀂭 By: Raymon R. Dyer Attorney in Fact
ATTEST 􀁜􀀺􀀩􀀧􀀬􀀤􀀩􀁾􀀮􀁃􀀺􀁑􀁾 By: Davis-Dyer-Max, Inc. Surety Secretary 409 E. (Jenterville Rd. Garland, Texas 75041 Agency and Address NOTE: Date ofMaintenance Bondmust be same
as date City acceptance. ., MB-4 
POWER FIRST NAnONAi. INSURANce: COMPA.W OF' AMER::::,! 4JJJ BROOKlYN AVE NE OF ATTORNEY SEAm!:, WASHINGTON 98105 33 Brooklyn Avenu< N.E. :attle, WA 98105 No. 10543 lOW ALL BY THESE PRESENTS:
.! FIRST NATIONAL !NSURANCE COMPANY OF AMERICA,' Washington coljlora!ion. doe. hereby appoint •......··" ... • ..... ••.. •••••••••• .. ••.. •.. ••••.. ··RA.nION R. DYER; PERRY z..r.-\..􀁜..􀀺􀁾􀀠T.-
\..l\f}.,{I Ei'.'TRlKEN; Gltland, Te;(.:l$·..•• .. • ...... • ............................................. 􀁾􀀬􀀠 tr\Je and la'Nful 􀁡􀁴􀁴􀁯􀁭􀁥􀁹􀀨􀁳􀁈􀁮􀁾􀁦􀁡􀁣􀁴􀀮􀀠with full authority
to execute on behalf of the company fidem'! and surety bonds or undertakings and other dOCums!Mis or a 􀁳􀀻􀀻􀀻􀀻􀁩􀁬􀁾􀀠 arader issued by the company in ihe course of its business,
and to bind FIRST NATIONAL INSURANCE COMPANY OF AMERICA thereby as fully as if S0:'" ;truments had been duly executed by its regularly elected Officers at its home office, WITNESS WHEREOF,
FIRST NATIONAL INSURANCE COMPANY OF AMERICA has executed and ati.sted Ihes. pr.sen!s this 16th day or !.[a.r.h , t999 􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 R.A. PIERSON, SECRETARY W. RANDALL
STODDARD, PRESIDENT CERTIFICATE Extract from the By-laws of FIRST NATIONAL INSURANCE COMPANY OF AMERICA: \!'tide V, Section 13 .• FIOELITY AND SURETY BONDS ... the President, any Vice
President, the Secretary. and any Assistant VIce President appOinted 1:;;( !hz lrpose by the officer in charge of surety operatiOns, shall each have authority to appolnt individuals
as 􀁡􀁴􀁴􀁯􀁲􀁮􀁥􀀧􀁬􀁳􀀮􀁩􀁮􀁾􀁲􀁡􀁣􀁴􀀮􀁣􀀨􀀠under elMer appropriate titles ¥Alh aulhoril'j t; 􀀨􀁥􀁣􀁵􀁴􀁾􀀠on behalf of the company fidelity and surety bonds and other documents
or similar Character issued by the corr.pany in the course of its busIness... On an: strument making or e'lidencing such apfiOintment. the signatures may be affixed by facsimile. On
any instrument conCerting such authority or on any bond c ldertaking of Ihe company, the seal. or a facsimile thereof, may be impressed or affixed or in any olher rr,anner reprodl.'Ced;
􀁰􀁲􀁯􀁶􀁫􀁩􀁾􀁤􀀬􀀠however. that the sealshail nc 􀁾􀀠necessary to the valid'1ty of any such instrument or undertaking," Extract rrom a Resolution of the Board ot Directors or FIRST
NATIONAL tNSURANCE COMPANY OF AMERICA adopted July 28. 1910. )0 any certificate 􀁥􀁬􀀨􀁥􀁣􀁬􀀮􀀻􀁾􀁥􀁤􀀠by 􀁾􀁨􀁥􀀠Secretary or an assistant secretary of the Company setting out, (i)
The provisions of Article V. Section 13 of the 8y·laws. and (Ii) A copy of 􀁴􀁨􀁾􀀠􀁰􀁯􀁷􀁥􀁲􀂫􀀩􀁲􀁾􀁡􀁴􀁴􀁯􀁲􀁮􀁥􀁹􀀠appointment, executed pursuant thereto. and (Iii) CertifyIng that
said power-of·attorney appOintment is in full torce and effect, 1e signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereo£." RA
Pierson, Secretary of FIRST NATIONAL INSURANCE COMPANY OF AMERICA, do hereby certify thaI tM foregoing eKlrac!s of the By-Laws and 0" :esolutioo or the Boa;d of Directors or thIs corporation,
and of a Power of Attorney issued pursuant thereto. are 􀁴􀁲􀁵􀁾􀀠a;:d correct. and that both both the By-Laws. t,Wi :esoluUon and the Pow'.:'!r of Attorney are still in full force and
effect ,; WITNESS WHEREOF,I have hereunto set my hand and affixed the facsimile seal of said corporation this day of -....J -<J I.. i R..A . PIERSON, SECRETARY . .."' i t , , 
,: ',' .. ° • TOWN OF ADDISON ,PAYMENT AUTHORIZATION MEMO " 􀀮􀁾􀀠 , " . '" "' " 􀂷􀀧􀀻􀂣􀀻􀀺􀀬􀂷􀁊􀁾􀁤􀀠32;;' , DATE: ' ClaIm # Check $ "1."-/'1 􀀬􀀬􀁾􀀠 :: ;0':: '" , 􀁾􀀧􀁾􀀠 . ,
:," :. :. ,-.' 5,", ::1" " :,' :'..."" .'. ," Vendor No; : 􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀁾􀁾􀁾􀁾􀀠 Vendor Name '3111 Jj()tvrtrfN" 􀁇􀁕􀀷􀁬􀁣􀀿􀁖􀁃􀁐􀁐􀁍􀀦􀁾􀀻􀀯􀁉􀀧􀀻􀀧􀀯􀁩􀀮􀀮􀁐􀀮􀀠
Address /IlZIJtj' P4!U? /:o/j-j)) Si4 TEO/OJ, ' " .' .• c."' Address Address , Zip Code '';.EXPLANATION , FIIVAL Ce (/t1--C I c.. 'tfJ,v . pi:B, 2:6/􀁩􀁾􀁺􀀠I 􀀧􀁆􀁒􀁾􀀠 􀁁􀁰􀀯􀀺􀀻􀀿􀁾􀀮􀀵􀀩􀁁􀁩􀁥...
' ex TE(1--S/e7 11/A tvI1 􀁾􀀠 􀁾􀁾􀀬􀀠 Authorized Signature Finance 
JIM BOWMAN CONSTRUCTION COMPANY, L.P. 10209 Plano Road, Suite 101 Dallas, Texas 75238 (214) 349·2884 Project Name: . #556· Driveway @BeltHne Rd. & Midway Estimate No. 2 & Final Type
01 Work: Driveway Paving Improvements Contract Da!e June 26, 2001 Estimate Period: . August 2, 2001 to August 17, 2001 Contract Am!. $33,339.50 Payable To: Jim Bowman Construction Co.,
loP. 10209 Plano Road, Suite 101 Dallas, Texas 75238 Total Work Unit of Contract Item Oescription Denean Contract Price Amount Measure Quantity Contract 1 Remove Cone. Pvmt. including
Curb SY 340 340.00 42.00 $14,280.00 2 Remove Cone. Sidewalk SF 165 165.00 1.00 $165.00 3 8' RC Pavement SY 325 332.10 43.00 $14,280.30 4 6' Monolithic Curb LF '."-155 156.40 2.50 $391.00
5 6' Compacted Subgrade, including Excavation SY 340 340.00 3.00 $1,020.00 6 4' RC Sidewalk SF '56 36.60 4.00 $146AO 7 BFR SF 98 132.20 6.00 $793.20 8 4' Wide White Stripe LF 50 50.00
8.00 $400.00 9 Remove Existing Retaining Wall LF 60 60.00 15.00 $900.00 10 Reconstruct Retaining Wall LF 35 31.00 40.00 $1,240.00 Approved Jim an Construction Company, loP. /tJ Slo /tJ,
/C. "'" r''''f S;1fI'C Siftfl",L Total Amount Of Work Done Less Retainage 0% Other Amount Payable on Contract Less Previous Payments Amount Due This Estimate $33,615.90 $0.00 $33,615.90
$27,654.75 $5,961.15 Page 1 of 1 
DATE SUBMIITED: February 18,2002 FOR COUNCIL MEETING: February 26,2002 Council Agenda Item SUMMARY: This item is fur the final payment and acceptance ofconstruction perfOrmed by TIIll
Bowman Construction Company, L.P., fur Driveway Paving Improvements at Belt Line Road and Midway Road. FINANCIAL IMPACT: Budgeted Amount: N/A Construction Cost: $33,615.90 Source ofFlIllds:
Funds are available from the Belt LineIMidway/Quorum Intersection Improvements, Project No. 62301. BACKGROUND: The Driveway Paviog Improvements at Belt Line Road and Midway Road project
corrected a mis-aligned drive approach along Midway Road and provided enhanced ingress and egress ofvehicle traffic to the adjacent conllllercial shopping center .. A contract was awarded
to Jim Bowman Construction Company, L.P. for construction of this project. The original contract price fur these improvements was $33,339.50. Due to necessary adjustments in project
bid quantities and on-site field modifications to the project, the total project cost was increased by $276.40. This resulted in a final contract cost of$33,615.90. The contractor recently
completed submitted ofhis Affidavit ofBilis Paid, Consent Surety Company to Final Payment, and One-Year Maintenance Bond. RECOMMENDATION: Staffrecommends that COllllcll authorize final
payment to Jim Bowman Construction Company, L.P., in the amount of$5,961.15, and accept construction ofthe Driveway' Paving Improvements at Belt Line Road and Midway Road. 
JIM BOWMAN CONSTRUCTION COMPANY, L.P. 10209 Plano Road, Suite 101 Dallas, Texas 7S238 (214) 349·2884 Project Name: #556 • Driveway @Beltiine Rd. & Midway Estimate No. 2 & Final Type
of Work: Driveway Paving Improvements Contract Date June 26, 2001 Estimate Period: August 2,2001 to August 17,2001 Contract Amt. $33,339.50 Payable To: Jim Bowman Construction Co.. L.P.
10209 Plano Road, Suite 101 Dallas, Texas 75238 Total Work Unit of Contract Item Description Oon&on Contract: Price Amount Measure Quantity Contract 1 Remove Conc. Pvmt. including Curb
2 Remove Conc. Sidewalk 3 8' RC Pavement 4 6' Monolithic Curb 5 6' Compacted Subgrade, including Excavation 6 4' RC Sidewalk 7 BFR 8 4' Wide White Stripe 9 Remove Existing Retaining
Wall 10 Reconstruct Retaining Wall SY 340 SF 165 SY 325 LF 155 SY 340 SF 56 SF 98 LF 50 LF 60 LF 35 340.00 165.00 332.10 156.40 340.00 36.60 132.20 50.00 60.00 31.00 42.00 $14,280.00
1.00 $165.00 43.00 $14,280.30 2.50 $391.00 3.00 $1,020.00 4.00 $146.40 6.00 $793.20 8.00 $400.00 15.00 $900.00 40.00 $1,240.00 Approved Total Amount Of Work Done $33,615.90 Jim an Construction
Company, L.P. Less Retainage 0% $0.00 Other Amount Payable on Contract $33,615.90 Less Previous Payments $27,654.75 /0 Slot Amount Due 􀁔􀁾􀁩􀁳􀀠Estimate $5,961.15 Page 1 of 1 
Council Agenda Item ,1/􀁾c SUMMARY: This item is for the final payment and acceptance of construction performed by Jim Bowman Construction Company, L.P., for Driveway Paving Improvements
at Belt Line Road and Midway Road. FINANCIAL IMPACT: Budgeted Amount: N/A Construction Cost: $33,615.90 Source ofFunds: Funds are available from the Belt Line/Midway/Quorurn Intersection
Improvements, Project No. 62301. BACKGROUND: The Driveway Paving Improvements at Belt Line Road and Midway Road project corrected a mis-aligned drive approach along Midway Road and provided
enhanced ingress and egress ofvehicle traffic to the adjacent commercial shopping center. A contract was awarded to Jim Bowman Construction Company, L.P. :for construction of this project.
The original contract price for these improvements was $33,339.50. Due to necessary adjustments in project bid quantities and on-site field modifications to the project, the total project
cost was increased by $276.40. This resulted in a final contract cost of$33,615.90. The contractor recently completed submitted ofhis Affidavit ofBills Paid, Consent Surety Company to
Final Payment, and One-Year Maintenance Bond. RECOMMENDATION: Staff recommends that Council authorize final payment to Jim Bowman Construction Company, L.P., in the amount of$5,961.15,
and accept construction ofthe Driveway Paving Improvements at Belt Line Road and Midway Road. 
DATE SUBMITTED: February IS, 2002 FOR COUNCIL MEETING: February 26, 2002 Council Agenda Item SUMMARY: This item is fur the final payment and acceptance ofconstruction perfurmed by Jim
Bowman Construction Company, L.P., for Driveway Paving Improvements at Belt Line Road and Midway Road. FINANCIAL IMPACT: 60 Budgeted Amount: AliA Construction Cost: $33,61S.90 Source
ofFunds: Funds are available from the Belt LinelMidway/Quorum Intersection Improvements, Project No. 62301. BACKGROUND: The Driveway Paving Improvements at Belt Line Road and Midway
Road project corrected a mis-aligned drive approach along Midway Road and provided enhanced ingress and egress ofvehic1e traffic to the adjacent commercial shopping center. A contract
was awarded to Jim Bowman Construction Company, L.P. for construction of this project. The original contract price fur these improvements was $33,339.S0. Due to necessary adjustments
in project bid quantities and on-site field modifications to the project, the total project cost was increased by $276.40. This resulted in a final contract cost of$33,61S.90. The contractor
recently completed submitted ofhis Affidavit ofBills Paid, Consent Surety Company to Final Payment, and One-Year Maintenance Bond. RECOMMENDATION: Staffrecommends that Council authorize
final payment to Jim Bowman Construction Company, L.P., in the amount of$S,96l.1S, and accept construction ofthe Driveway Paving Improvements at Belt Line Road and Midway Road. 
DATE SUBMITfED: FebruaIy IS, 2002 FOR COUNCIL MEETING: February 26, 2002 Council Agenda Item SUMMARY: This item is fur the fiDal payment and acceptance ofooDStruction perfonned by Jim
Bowman Construction Company, L.P., for Driveway Paving Improvements at Belt Line Road and Midway Road. FINANCIAL IMPACT: Budgeted Amount: Not Budgeted Construction Cost: $33,61S.90 Source
ofFunds: Funds are available from the Belt LinelMidway/Quorum Intersection Improvements, Project No. 62301. BACKGROUND: The Driveway Paving Improvements at Belt Line Road and Midway
Road project corrected a mis-aligned drive approach along Midway Road and provided enhanced ingress and egress ofvehicle traffic to the adjacent commercial shopping center. A contract
was awarded to Jim Bowman Construction Company, L.P. fur oonstruction of this project. The original contract price for these improvements was $33,339.50. Due to necessary adjustments
in project bid quantities and on-site field modifications to the project, the total project oost was increased by $276.40. This resulted in a final oontract cost of$33,61S.90. The contractor
recently oompleted submitted ofhis Affidavit ofBills Paid, Consent Surety Company to Final Payment, and One-Year Maintenance Bond. RECOMMENDATION: Staff reoommends that Council authorize
final payment to Jim Bowman Construction Company, L.P., in the amount of$5,96l.JS, and accept construction ofthe Driveway Paving Improvements at Belt Line Road and Midway Road. 
Council Agenda Item: SUMMARY: Award ofContract to Jim Bowman Construction for the construction ofDriveway Paving Improvements at Beltlioe and Midway FINANCIAL IMPACT: Budgeted Amount:
Not Budgeted Cost: $33,339.50 Budget Impact: Funds are available for this project in the Belt LinelMidway/Quorum Intersection Improvements, Project No. 62301. BACKGROUND: The proposed
project will correct an existing mis-aligned drive approach, located at the northwest comer ofthe intersection, and uorth ofthe Exxon service station. The drive approach is also located
in line with a row ofparking stalls at an adjacent commercial site. This project will relocate the driveway in order to create optimum turning capabilities and remove conflicts with
the existing parking alignment. In addition, a portion ofthe adjacent parking lot will be removed and replaced on grade to address drainage and slope requirements. Attached is a bid
tabuiation from the Public Works Department for the proposed improvements. Jim Bowman Construction submitted the lowest responsive bid, in the amount of$33,339.50. The engineering estimate
for this project was $35,500. Construction ofthese improvements is scheduled for completion within forty-five (45) calendar days. The contractor has successfully completed construction
ofrelated improvements in other municipalities in the area, and was recently awarded a contract fur the construction ofthe Morris Rd. Extension project. RECOMMENDATION: Staff recommends
that Council authorize the City Manager to enter into a contract with Jim Bowman Construction, for the Driveway Paving Improvements at Beltlioe and Midway, in the amount of$33,339.50.

:J 1,-., po.e ro v/<? J2 Evt E4.-( CP,-., "'t E "-7!.. 77ftS ITt? ""\ IS .s CI/t:'J>v t:ep Council Agenda Item: F.?X. 􀁉􀀧􀁕􀁦􀁌􀀭􀁥􀁾􀀯􀁖􀀧􀀱􀀠0\/' 77!e JV",'E' 2.6-f 4 . SUMMARY: Co
C/-<--CIt:.. A-"(<-M, Award ofContract to Jim Bowman Construction, in the amount of$33,339.50, for the construction ofDriveway Paving Improvements at Beltline and Midway 􀁾􀁡􀁴􀁩􀁥􀀮􀁮􀀱􀁬􀁲􀁏􀀺􀁯􀁭�
�the Public Works Dep rivewa P .:..'􀁾􀀧􀀭􀀭􀁲􀁯􀁶􀁥􀁭􀁥􀁮􀁴􀁬􀁬􀁬􀀠 :MIt. existing drive appro located at 􀁴􀁨􀁾􀀠nort west comer ofthe intersection, is located in line with a row o
arking stalls at an adjacent commercial site. This project will relocate the driveway in order to create optimum turning capabilities and remove conflicts with the existing parking alignment.
In addition, a portion ofthe adjacent parking lot will be removed and replaced on grade to address drainage and slope requirements. Jim Bowman Construction submitted the lowest responsive
bid, in the amount of $33,339.50. The engineering estimate for this project was $35,500. Construction of these improvements is scheduled fur completion within forty-five (45) calendar
days. The contractor has successfully completed construction ofrelated improvements in other municipalities in the area, and was recently awarded a contract for the construction ofthe
Morris Rd. Extension project. RECOMMENDATION: Staffrecommends that Council authorize the City Manager to enter into a contract with Jim Bowman Construction, for the Driveway Paving Improvements
at Behline ,and , Midway project, in the amount of$33,339.50. f""tA. 􀁾􀀺􀀺􀀬􀀠 􀀰􀁊􀁲􀀭􀁾􀀠 I1W' 􀀨􀁁􀁾􀀠I.... bI􀁾􀀠􀁾r 􀁾i. 􀁾􀀠 P"-"J .eJ-􀁾􀀠Yl i'lL 1?.J+LI 􀁾e.--/yY1 LC1. u»;/d.tu>tlAVYI
􀁔􀁙􀁜􀀮􀀫􀁃􀂥􀁓􀀮􀁌􀁾􀀠􀁤􀀿􀁾􀀨􀀧􀁣􀁉􀁖􀁦􀀺􀀨􀁙􀁬􀁾􀀠 􀁾􀁪􀀮􀁥􀀮􀁫 Uo. C,2.=3D[ 
MORLIN SU Off: 972-931-6199 Fax: 972-931-6190 16601 Addison Rd. Suite # 107 Addison, TX 75001 
JIM BOWMAN CONSTRUCTION CO., INC. 10209 Plano Rd., Suite 101 DALLAS, TEXAS 75238 (214) 349·2884 TO ,􀁫􀀮􀁯􀁎􀁾􀀢 4"Pt"/N DATE IJOB NOSSr:. C'c.r. /.S" 2-00 I ATTENTION LJ. M:e. /VIii.
)4<",11' '/&.OE RE: 􀁄􀁾􀁖􀁅􀁩􀁖􀀻􀁙􀀠@BLIf k/pU/A-V /WE ARE SENDING YOU I!'H'\ttached o Under separate cover via __________the fol/owing items: > o Shop drawings o Prints :1 Plans o
Samples o Specifications o :1 ___________________ Copy of letter o Change order THESE ARE 􀁔􀁒􀁁􀁾􀁔􀁔􀁅􀁄􀀠as checked below: 􀁾􀁲 approval 0 Approved as submitted o Resubmit ___􀁾 copies
for approval o For your use 0 Approved as noted o Submit ____ copies for distribution o As requested 0 Returned for corrections o Return ___􀁾􀁣􀁯􀁲􀁲􀁥􀁣􀁴􀁥􀁤􀀠prints > o For review
and comment 0 ___􀁾􀀠 COPIES DATE NO. DESCRIPTION ,;z /oAs/./􀁅􀀭􀁔􀀷􀁾􀁾􀀠/14, z ! &-.-//o FOR 81DS DUE __________ 19 ___ o PRINTS RETURNED AFTER LOAN TO US REMARKS ______________ 􀁾________________
________ COPYTO ___________________ 􀁾􀀠 RECYCLED PAPER: I6&' Conlim!S: 40% Pl'$-C01lsumer'1 0% Pcst-Consumet SIGNED: ___􀁾􀁾􀁾􀁾􀀻􀀺􀀺􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀭􀀭 If enclosures BrB not as notsd,
kindly notify us at once. 
JIM BOWMAN CONSTRUCTION CO., INC. 10209 Plano Rd., Suite 101 DALLAS, TEXAS 75238 (214) 349·2884 TO DATE I JOB NO. eJc.r. 􀀯􀁾􀀠Z Of!) /sse ATTENTION 􀁾􀀠-,//_ 􀁍􀁾􀀮􀀠IAf-Vtf pr//LtJe
WE ARE SENDING YOU 􀁾􀁣􀁨􀁥􀁤􀀠 o Under separate cover via __________the following items: > D Shop drawings D Prints D Plans D Samples o Specifications D Copy of letter D Change order
D COPIES DATE NO. DESCRIPTION /vofi;/o/C,II/Ssv-r-,p r J:.A-E'TY -X -&Ac.. 􀁾􀁾􀁲􀀮􀀠 /THESE ARE TRANSMITIED as checked below: o 􀁆􀁯􀁾􀁲􀁯􀁶􀁡􀁬􀀠 o Approved as submitted o Resubmit
____copies for approval 􀁾􀁲􀁹􀁯􀁵􀁲􀁵􀁳􀁥􀀠 D Approved as noted o Submit ____copies for distribution o As requested o Returned for 􀁣􀁯􀁲􀁲􀁥􀁾􀁴􀁩􀁯􀁮􀁳􀀠 o Return ____corrected prints
> o For review and comment 0 ___________________________ D FOR BIDS DUE ___________ 19 ___ D PRINTS RETURNED AFTER LOAN TO US REMARKS ________________________________________ SIGNED:
___􀀭􀀣􀁾􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁟􀁟􀁟􀁟􀁟􀀠 If enclosures are not BS noted, kindly notify us at at COPYTO ____________________ 􀀧􀀢􀀧􀁾􀀠 RECYCLED PAPER: '6¢J Contents: 40% Pre-Consumer
010% Post-Consumer 
CONSENT OF OWNER o ARCHITECT o SURETY COMPANY CONTRACTOR SURETY B TO FINAL PAYMENT OTHER AlA DOCUMENT CTOT PROJECT: Driveway Paving Improvements at Beltline &Midway (name, address) TO
(Owner) r-Town of Addison, Texas J ARCHITECT'S PROJECT NO: P.O. Box 9010 CONTRACT FOR: Driveway Paving Improvements Addison, Texas 75001 L .J CONTRACT DATE: 6-26-01 CONTRACTOR: Jim Bowman
Construction Company, 􀁌􀁾􀁐􀀮􀀠 10209 Plano Rd., Suite 101 Dallas, Texas 75238 In .ccordance with the provisions of the Contract between the Owner and the Contractor as indicated above,
the !here imert rt.Jrtle and 􀁾􀁤􀁤􀁮􀁥􀁳􀁬􀀠ar Surety Compmy) First National Insurance company of America 1600 N. Collins Blvd. • SURETY COMPANY, Richardson, Texas 75083 on bond of
there iml!rt rume and ;addres of COf'jft,Jctor) Jim Bowman Construction, L.P* 10209 Plano Rd., Suite 101 , CONTRACTOR, Dallas, Texas 75238 hereby approves of the final payment to the
Contractor, and agrees that final payment to the Contractor shall not relieve the Surety Company of any of its obligations to Ih«e ;nu;"'( ",me .nd 'dd.... of Own•• Town of Addison,
Texas P.O. Box 9010 OWNER. Addison, Texas 75001 as set forth in the said Surety Company's bond. IN WITNESS WHEREOf, the Surety Company has hereunto set its hand this 16th day of October
192001· First National Insurance Company of America Surety Company Attest: (Seal) : Signature 01 Authorized Representative Tammi Entriken. Attorney-in-Fact Title NOTe: This form is to
be used as ,a. comp.tf'lion document to AlA DOCUMENi' <::706, CONTRACTOit'S AIFIDAVIT Of PAYMENT OF DEaTS AND CI.AI."-i.S, O.,lttt:nt Edition • AlA DOCUMENT G,a, • CONSENT 01 SURrrY
COMPANY TO fiNAL PAYM.NT • APRIL 197Q EDITION' AIA® m .,07fl. n., 􀁾􀀬􀀬􀀬􀀬􀀬􀀬􀁃􀁾􀁬􀁲􀀬􀀮􀁬􀀮􀁯􀀮􀀬􀁊􀀠 1:o.:<::TITr ITC (''\1; AO'fl-jlTj:rn ".,'" NFW YORl( hVE .. N\V. 􀁗􀁁􀀵􀁈􀀡􀁎􀁇􀁔􀁏􀀮􀁾􀀮􀀠
D.C. 20006 
-------POWER FIRST NAnOHAL INSURANCE CCWIPANY OF A\iER1CA EIRSfNATIONALSUREIY 4333 BROOKLYN AVE NE OF ATTORNEY SEAm;:;. WASHINGTON 9S105 4333 BrooklynAvenuoN.E, So.ttle, \VA 98105 No.
10543 {NOW ALL BY THESE PRESENTS: ;hal FIRST NATIONAL INSURANCE COMPANY OF AMERICA,' Washington cO!)loralion, does hernby appoint ........ "' ...... ,·.. ••••••.... ••.. •.. ••.... •....
• .... •••.. ·R.J,."t'}.IQNR. OYER; PERRY 􀁾􀁲􀀮􀀭􀁜􀀢􀀧􀁘􀀻􀀠􀁔􀀮􀁾􀁾􀁮􀀬􀁵􀀠􀁅􀁽􀀧􀀢􀀧􀁔􀁒􀁉􀁋􀁅􀁎􀁾􀀠G::trland, To!,'<.:!S· .. ••• , ... "u............ u ......... 􀁾􀀮􀀬􀀮..................... . :s true and
lawful attomey{s)-in-fact, with rull authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documenls 􀁯􀁾􀀠a slmil.= :haracter issued by the
company in the course of its business, arid to bind FIRST NATlONAL INSURANCE COMPANY OF AMERICA 􀀡􀁨􀁥􀁲􀁾􀁢􀁹􀀠as fully as if sue; nstrurnents had been duly executed by its regulaI1y
elected officers at its home office. N WITNESS WHEREOF, FIRST NATIONAL NATIONAL INSURANCE COMPANY OF AMERICA has executed and attesled Ihese presents this -'1.:6"''''-___________ dayo!
M=h , 1999 􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 R.A. PIERSON, SECRETARY W. RANDALL STODDARD, PRESIPENT CERTIFICA TE Extract lrom Ihe By·Laws 01 FIRST NATIONAL INSURANCE COMPANY OF AMERICA:
·Artic!e V, Section 13. -FIDELITY AND SURETY BONDS the President, any Vice President, the Secretary, and any Assistant Vice President appointed for tl",2 Jurpose by the officer in charge
of surety operatlors, shall each have authorlty to appoint individuals as attorneys-in-ract or under other appropriate titles with authority t: ;xecutt on behalf of the company fidelity
and surety bonds and other documents ot similar character issued by the company in the course of its business... On at";: nstrumenl: making or e'Jidenc1ng such appointment, the signatures
may be affixed by facsimile. On any instruml?nt conferring such authority· or or. any bond c mdetbking of the company, the seal, or a facsimile thcreof, may be lmpressed or affixed or
in any other manner reproduced: provided, however, that the sea! shall neli?: necessarj to the validity of any such instrument or undertaking." Extract from a Resolution of the Soard
of Directors of FIRST NATIONAL INSURANCE COMPANY OF AMERICA adoFted July 28, 1970 ·On any certificate 􀁥􀀺􀁯􀀺􀁥􀁣􀁾􀁥􀁤􀀠by the Secretary or an assistant secretary of the Company setting
out, (1) The provisions of Article V, Section 13 of the By-Laws, and (ii) A copy or the power-of-attorney apPoinlment, executed pursuant thereto, and (iii) Certirjing that said pOl....er-or-attorney
appointment is in full torce and effect, he signature of the r:ertifting officer may be by racsimile, and the seat or the Company may be a facsimile 􀁴􀁨􀁥􀁦􀁥􀁯􀁦􀀮􀁾􀀠 , R.A, Pierson,
Secretary of FIRST NATIONAL INSURANCE COMPANY OF AMERICA, do hereby certify that the (cfi:going extracts of the By-laWS and of < 􀁾􀁥􀁳􀁯􀀡􀁵􀁴􀁩􀁯􀁮􀀠0' the Board of Directors o( this
corporation, and or a Power or Attorney issued pursuant thereto, are true ar.d correct, and that bolh the By-laws, thf ::';esolution and the Power or Attorney are stH! in full force
and effect. N WITNESS WHEREOF.! have hereunto set my hand and affiXed the facsimile seal of said corporation this day of ,..::l.!.? Q ( 1 R.A. PIERSON, SECRETARY 
...., ,...' .... ...􀀭􀁾􀀧􀀠 ..;.:....;.,..:...􀀻􀀮􀀬􀀮􀀮􀁾􀀮􀁾􀀭􀀭􀀭􀀢􀀭􀀮􀀻􀀮􀁟􀀮􀀠 • TOWN OF ADDISON . PAYMENT AUTHORIZAnON MEMO -' :" .... .. )ATE: .q •• "'11t2ft;( ClaJint( ','
_-'--,....,..__ '.' Vendor No;' :-'.:.;.q"--_---",.;,.'__-..:..-.,;..,-..,...--t..' -:--:-'". ··,...;.c..:•.•. .', · •• ;',. '.. Vendor Name '" . BIRK Hc/FF} fI ;;J)fi!.IC/:(S • Address
'Address Addfl1SS (C,,;4;-".Ar,2L(P,'·:·: Zip Code c,' . ; EXplANAnoN E tV 4,(!'VEE'/?f.l'Vtj. . h· 􀁦􀁾􀁴􀀮􀁥􀁾􀁲􀀢􀀬􀁩􀁩􀀷􀀳􀀠 : : 􀁾􀀬􀀻􀀠 , :;. .' . • f . •,.' " ;. " . 􀁾􀀠. '.
C ! I .. , :: 􀁁􀀧􀁾􀀠 ,'. Authorized Signature Finance ; 
BIRKHOFF, HENDRICKS & CONWAY, L.L.P. CONSULTING ENGINEERS 1502 Greenville Avenue, #220 Dallas. Texas 15231 Fax (214)361-0204 Phone (214) 361-1900 Town of Addison Date: August 31, 2001
Post Office Box 9010 Addison, Texas 75001-9010 Attention; Mr. Steve Chutchian Statement No. 2000190A (568) Services through July 31, 2001, in 'connection'with driveway improvements off
Midway Road, just north o'f Belt"line Road Time of Personnel: Engineer 4.5 Hrs. $ 669.12 Drafting .5 Hr. 10.35 Word Processor 3.0 Hrs. 180.85 $ 860.32 Expense: Delivery $ 24.73 Automobile
8.73 Printing 15.35 48.81 $ 909.13 ====== Previous Billings $ 9,318.89 Current Billing 909.13 Total $10,228.02 
, :',. '.;;..£;..10_,2_1"_1 _ ,'ClaIm if,', , " !, • 'DATe: __ ',' 􀁖􀁥􀁮􀁾􀁯􀁲 No;, ,..---'--__''-''_'􀀭􀀭􀀬􀀭􀀬􀀭􀁾􀀭􀀮􀀬􀀭􀀬􀀮􀀭􀁴􀀭􀀺􀀭􀀭􀀭􀀺􀀭􀀧􀀭􀀧􀀻􀀻􀀢􀀻􀀢􀁾􀀧􀀭􀀧--,:_'􀀬􀀭􀀬􀀺􀀻􀁾􀀧􀀬􀁟􀀮'-
:...."," ."" . Vendor Name J'f4 􀁂􀀻􀁩􀁶􀁾􀀼􀁶􀀧􀀠􀀧􀁃􀁏􀁾􀁔􀁾􀁾􀀯􀁏􀁖􀀧􀁃􀀦􀀧􀁩􀁩􀀻􀁩􀀧􀀠' ". .Address 1020. r PL.A(Vl') RJ). I SI//TE 10 I ,Address 􀁁􀁤􀁤􀁾􀁳􀁳􀀠 , Zip Code -----I',
' " , , , " . ;' .;2 7/tSq., ;76":' " .. 􀁾􀀮􀀠 , ; 􀀮􀁾􀀠 I { EXPLANATION fA-􀁲􀁾 e q, f/Vf-PI4=,-UJ, l F OAf :': P/:?Itk' 􀁾􀁴􀀠" , '" 􀀧􀁐􀁁􀀨􀁲􀁉􀁉􀁖􀁾􀀧􀀠􀁊􀁾 􀁰􀁦􀀿􀁾􀁖􀀺􀁥􀁡􀀮􀀮􀁥􀀻􀀧􀀻􀀷􀀿􀀧�
�􀀠AT Bf:t.7-;L,;';'fAj)q:;ptv;/i/--' •• 1:" •• ,* " , 􀁾􀀠• 􀁾􀀠1'" • . " " 􀁾􀀢􀀠 .,;" -;, ,; 􀁾.. i ., " 􀁾􀀺 􀁁􀁾􀀠 \ " .' . Authorized Signature finance 
JIM BOWMAN CONSTRUCTION COMPANY, L.P. 10209 Plano Road, Suite 101 Dallas, Texas 75238 (214) 349·2884 Project Name: Type of Work: Estimate Period: #556 . Driveway @Beltline Rd. & Midway
Driveway Paving Improvements July 24, 2001 to August 1, 2001 Estimate No, Contract Date Contract Am!. 1 June 25, 2001 $33,339.50 Payable To: Jim Bowman Construction Co., L.P. 10209 Plano
Road, Suite 101 Dallas, Texas 75238 Total Work Unit of Contract Item Description Measure Quantity Done on Contract Price Amount Contract 1 Remove Conc. Pvmt. including Curb SY 340 340.00
42.00 $14,280.00 2 Remove Cone. Sidewalk SF 165 165.00 1.00 $165.00 3 8' RC Pavement SY 325 325.00 43.00 $13,975.00 4 6' Monolithic Curb LF 155 155.00 2.50 $387.50 5 6' Compactea Subgrade,
including Excavation SY 340 340.00 3.00 $1,020.00 6 4' RC Sidewalk SF 56 4.00 7 8FR SF 98 6.00 8 4' Wide White Stripe LF 50 8.00 9 Remove Existing Retaining Wall LF 60 60.00 15.00 $900.00
10 Reconstruct Retaining Wall LF 35 40.00 Total Amount Of Work Done Less Retainage 10% 10% Other Amount Payable on Contract Less Previous Payments Amount Due This Estimate $30,727.50
$3,072.75 $27,654.75 $0.00 $27.654.75 rJ.I::. -tv fAy sz.c: f/l!I2-frr Page 1 of! 
Jul-27-0l 02:59P P.Ol 􀀱􀀼􀀩􀀵􀀯􀁾􀀲􀀰􀀰􀀱􀀠 July 27, 2001 Jim Bowman Construction Company 10209 Plano Roau; Suite 10 I Dallas, TX 752311 Attn: Mr. Jim Bowman RI:-:: 556 Midway und Beltline
Addison 8275 Tht: attached concrete mix design utiliang the uppropriatc ASTM C-3J or AS1M C-330 aggregate is proposed for usc on the above 􀁲􀁥􀁬􀁭􀁮􀁾􀁥􀁤􀀠project for ready-nlixed
concrete to be furnished by TXT. To 􀁥􀁮􀁾􀁵􀁲􀁣􀀠that the correct mix is ddivered to your project, please order by the mix desib'II Ilumbcr which appears in (he upper left hand comer
ofthe mix design. TXr certifies that the above mix 􀁤􀁥􀁾􀁩􀁢􀀧􀁬􀀱􀀬􀀠when ordered by speei1led design identity, and delivered by 1XI, will meet or 􀁥􀁘􀁉􀀻􀁾􀁥􀁤􀀠the indicated design
strength at the designated age when tested in accordance with the applicable and current ASTM Standards C 31. C 39, C 78. C 172, C 293, applicable provisiuns orc 94, and evaluated in
􀁬􀁬􀁾􀁣􀁯􀁲􀁣􀁩􀁡􀁮􀁥􀁣􀀠with applicable provisions of the ACI 318 Building Code. TXl w!Julu like 10 be included on your mailing list to receive all test reports. ASTM C 94 entitles
a munulacturerto receive copies or ali test reports when strength ofconcrc:te is 􀁵􀁾􀁣􀁤􀀠as a basis for acceptance. Contact us if you have allY questions or require any additional
information. Plt:ast: l10tiry TXl ofapproval of the pre posed mix design prior to its use. Failure to notily us prior to first placement shall constitute acceptance. To ensure thai the
proper mix design is urdered. please send a copy or this letter. after approval, to the ubove referenced project to be used by the 􀁰􀁥􀁲􀁾􀁯􀁬􀀱􀀠ordering the concrete lor this job.

.]\-11-27-01 03:00P P.02 $56 Midway and l.Ieltlb•• Addison Mix Ii: H275 Description: 6.S0SK AllMlXfAEA 1neS Strength: 4000 psi @28 Days PAVING Maximum Size Coarse Aggregate: 1" -#4 CRUSHEP
STONE Maximum Water/Cemenl Ratio: 0.422 Ibsllb Cc.rru:utlCementitious Content: 611 Ibs (per cubic yard) Maximum Placement Slump: 􀁓􀀬􀁏􀁏􀁩􀁮􀁣􀁨􀁾􀁳􀀠 Air Entruining Agent: ASTMC-260
Admixture: AST:M C-4!l4 Type A or D MATERIAL QUANTITIES PER 1.0 CUBIC YARD AT S.S.D 611 Ibs. ASTM C 1 SO TYPE I CEMENT 1840 Ibs. 1" -#4 CRUSHED STONE 12331bs. CONCRETE SAND 2S81bs. or
31.0 Gallons of Water 2.0 to 4.0 MicWl of ASTM 0-494 Type A Specified Air Content: 3.0% -6.0% Placement Slump: 4.00 + or -1.00 inches 
􀁾􀁾􀀱􀀭􀀲􀀷􀀭􀀰􀀱􀀠 03:00P P.03 PUMPING NOTES: 1. 5" minimum diameter lines with no reduction to sn:wlltlr lines. 2. Keep rubber hose to absolute minimum length and plan pipe with as
few 90 degree angles as possible. 3. Samples tor slump and strength 􀁴􀁣􀁳􀁴􀁾􀀠should he taken @discharge end 01'1105e for strength guarantee to be valid. 4. To prime pump lines, II
minimum of8.0 slICk grout should be used for lubriclLtion. In Ihtl case orstrength conorete, equivalcnt mrenl,>th grout should be used Ifthe grout remains in the placement. S. Pump mixes
arc bascd on minimum cement content pumped at ground level. As pump line increases in lensth or height andlor layout configuration changes, mix design modifications may be required to
assure strength and Jlumpahility at additional cost to the crmtractor. 6. TX( cannot control, and is Iherelbrt: nOL responsible for exoessive loss of entrained air content when loss
occurs ,IS a resuJ( ofboom configuration or free fall discharge from hooe. To ensure minimum air loss when pumping. maintain a continuous flow ofcon ere Ie Ihrough Ihe entire length
ofpipe Imd do not subject concrete to fn:e 11111. 7. The term "pumpable concrete" refers to concrete which is capable of being transported through an apparatus which furces concrete
to the placing pasHion through a pipeline or hose as long as the recommendations indicated abov!: are followed. The lerm "pumpable concrete" d!lelI not relate to concrete proportioned
in a particular manner or containing II specific type oi'product. Strength of lightweight mix 􀁤􀁣􀁳􀁩􀁧􀁮􀁾􀀠valid provided strength specimens are 􀁾􀁩􀁲􀀠cured in !lccordance wilh
ASTM Test Method C 567.01, as retl:renced in 􀁾􀁥􀁣􀁌􀁩􀁯􀁮􀀠8.1 or ASTM Specitication C 330. Unless otherwise indicated, when the concrete temperature at point ofplacement exceeds 90
degrees Fahrenheit. TXI will guarantee tho strength performance oftbe mix design(s) herein submilted up to a maximum placement temperature of 100 degrees Fahrenheit !Ising an ASTM C
494 Type D retarding water·reducer, as long as tho concrete l' placed within 7S minutes from batch time. Unless othelWise indicattld. strength ofpJain concrete guaranteed up to a IllIIXimum
placement temperature of RS degrees Fahrenheit. We are enclosing all ava.i1able back up data for the referenced mix design{s). trlhe strength information is nol available, or i, 􀁩􀁮􀁾􀁵􀁦􀁦􀁩􀁣􀁩􀁥�
�􀁴􀀬􀀠confimmtion tests may have to be conducted by your lab(lratory. 
Jul-27-01 03:00P P.04 'n:ICM .:;>cu.;n.u:,r CONcun DIlSllQH tvJJ.CM'tON 7. 􀀵􀁴􀀮􀁾􀁡􀀧􀁴􀁩􀁥􀁬􀀠CCapil.d 􀁆􀁾􀀠􀁉􀁮􀁾􀁾􀁴􀀠􀁴􀁡􀁢􀁯􀁲􀁁􀁾􀀠􀁾􀁡􀁴􀀠􀁾􀁴􀁭􀁯􀁮􀀦􀀠􀁾􀀮􀀠 􀀵􀁾􀁲􀀴􀁮􀁯􀁴􀁨􀁬􀀠
􀁾􀁏􀁏􀁑􀀠􀁰􀀮􀁾􀀠 􀁾􀀠 28 Day. 211 DAy o:re.t "ata 􀀧􀁬􀀧􀁴􀁲􀁲􀀬􀁴􀀺􀀧􀁾􀁲􀁩􀁬􀁴􀀧􀀬􀁮􀀱􀀠 fl:::t 􀁴􀀮􀁉􀀢􀁬􀁉􀀧􀁾􀁴􀀠 􀁌􀀧􀁬􀀪􀁾􀁲􀀮􀀠 km.bnl' 'V';:hvmtl";'l ':,J );1 􀀬􀀬􀀺􀁾􀁮􀀡􀀢􀀺􀁮􀁬􀁬􀀠
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;\0 􀁉􀀬􀀻􀁊􀀯􀀱􀁾􀁻􀁉􀀬􀁽􀁏􀀠 􀁾 .."'ij ::\0 1';'/1 n!e;1 !) t,I\; 􀀬􀀢􀀧􀀺􀁉􀁾􀁡􀀠 :,11,.1<. IH/hllM'I ,",.. ',2!: [d10 􀁾 '\.1,,1 􀀻􀀩􀀺􀁾􀀠:'11 , i.ot/O:!!l)O ,. 􀁾􀀬􀁯􀁲􀀠 􀁾􀁨􀁩􀁏􀀠
)ijl;:C :,111) 􀁾􀁉􀁪􀁍􀀠 OfJtX.l!OO " 'j. !Ie 􀁾􀀶􀀩􀁏􀀠 5.10 !'i1)'10 􀀢􀁬􀀴􀁾􀀧􀁬􀀠 !'t!':i:t 􀁲􀁲􀁦􀀮􀁨􀁩􀁾􀀯􀁏􀁻􀀧􀀠 11(./: {.lOU :n ., " C;,C':c 4. !iii 􀁾􀀧􀀱􀀺􀁉􀀶􀀨􀀱􀀠 00121)
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􀁾􀀾􀁩􀀡􀀲􀀠 􀁏􀁋􀀯􀀱􀁾􀁎􀁩􀀮􀀱􀀠 " ·'.(H. l:370 (;)'1(1 􀁾􀁩􀀮􀁦􀁬􀀡􀀭􀀮􀀠 􀁏􀀺􀀻􀀧􀀯􀀧􀀩􀁾􀁉􀁉􀁈􀀬􀀩􀀠 􀁾.. ::"\ s:rHI !:4nl;.' U,126l01l S!)1 \1 '111:'\0 !!rti(l !l'l'7:Hl OQJ2'tl'JI)
" 􀀡􀀮􀁉􀂷􀁉􀁾􀁪􀁬􀀠 !-9!.>C 􀀬􀁾􀀱􀀱􀀿􀀠 11,1/04/')(, 6,"G 􀁾􀀷􀀳􀁬􀁊􀀠 􀁾􀀸􀁬􀀨􀀾􀀠 􀁾􀁈􀁃􀀠 4.05 HZ) 1t.flr,; 􀁾􀁈􀀠 0:.1:: ::, uu 􀁪􀀻􀁾􀀲􀀻􀀩􀀠 fi74!'i M60 nf,4:-I I 􀀺􀁬􀀯􀁃􀁬􀁾􀀺􀀻􀀧􀀩􀀡􀁊􀀠
:"'>. 􀁾􀁩􀀧􀁜􀀠 '.:'/b:1 .. St1(: ':08'10 thi5:1 ! l}1I1<l/on 􀁾􀁤􀁴􀁬􀁏􀀠 ,b,n. l\,:/H/O:1 􀀴􀀬􀁾􀀧􀀱􀀠 􀁾􀀮􀁲􀀬􀀻􀀮􀀱􀀨􀀱􀀠 􀁾􀀬􀀡􀀧􀀩􀀨􀀻􀀨􀀠 .n 10/1:;0/.1,) 0.00 lJ:flt,) ... .(6{·
H·I:;' lOlll:!!!;'': 7.M ':000 .. '!Ii(J !Inn/M $ ...' hit)Cl 􀁾􀁵􀁵􀀠 ',,)'t Ii !.Il-v,: 􀀺􀀺􀁬􀁾􀀠1;"/(1' 1, (.1 􀁲􀁴􀀮􀁬􀁾􀀬􀁮􀀠 􀁾􀀲􀀱􀁬􀀮􀀡􀀩􀀠 '> I!:/I ::H>:. :-.' tr,q/Ol ,:••
(11 ,;n:m 66,;,50 :;-'!lSb 􀁍􀀩􀁾􀀧􀀠
Jul-27-01 03:00P P.OS COMMENTARY OF 􀁓􀁔􀁁􀁔􀁉􀁓􀁾􀁉􀁃􀁁􀁌􀀠􀁾􀁕􀁁􀁔􀁉􀁏􀁎􀀠OF CONCRETE DESIGN RESULTS Mix NUI1I:8275 􀁓􀁴􀁾􀁥􀁮􀁧􀁴􀁨􀀺􀀠 4000 p.i @28 Day. Paragraph 5.5 of ACI 318-99
provides that as data becomes available during construction, the amount by which (F'cr) must exceed tho s?ecified va 111P. of 0,' c) may be reduced, provided: (a) 30 or more test rcsul:s
are available and average of test res:!lt,!! exceeds that required by 􀁓􀁥􀁣􀁾􀁩􀁯􀁮􀀠5.3.2.1, using a standar.d deviation calculated in accordance with Section 5.3.1. 1, or (h) 15 to
29 test results are available and average o! test results exceeds that required by Section 5.3.2.1, using a standard deviation calculated in accordance with Section 5.3.1.2. The required
aVerage cornpres$ive strength has been calculated using iI st:andard deviation calculated in accordance wIth ACT 318-B9 Section 5.3.1.1 0:1: Soction 5.3.1.2 and i3 t.he larger value
of t:hese calcllla;:ions: E"cr .... F'e ·1 1. 34 (SD) = 4000 t 1 .34 ( 611 ) 4819 FI cr 􀁾􀀠 F'c + 2.33(SD) 500 = 4000 ,. 2.33 ( 611 ) -500 -4923 􀁓􀁾􀀡 or STATISTICAL ANALYSIS 28 Day
!l.'eal: 0 ...t:a. Number of Tests ......................... . 30 v.aximum Value ••••••.....•..•........•.... 7875 psi Minimwn Value ............. ,. ... 􀁾􀀠 ... '" .. ....... '" 4515
psi 4 '" Range ................ 􀁾􀀠 " .... 􀁾􀀠 ..... '" ......... , .............. . 3360 pl'Ii Aver<lgc Sl::engtn ..••.......•••........... 5786 psi Stilndard Ocviat.ion. "' ........
􀁾􀀠 􀁾􀀠 I ....... 􀁾􀀠 611 psi ..... . 􀁾􀁥􀁱􀁵􀁩􀁲􀁥􀁤􀀠Average Strength to satL5fy 􀁭􀁩􀁮􀁩􀁭􀁵􀁾􀀠probubility cor.ditions of I\CI 3:8-99 Section 5.3.2. L ............. . 4923 psi
Design excess beyond code requIrements ••• 863 psi 
PUBLIC WORI(s DEPARTMENT (972) 450-2871 16801 Westgrove July 25, 2001 Mr. 1. James Bowman, Jr., P.E. Jim Bowman Construction Company, 1. P. 10209 Plano Rd., Suite 101 Dallas, Texas 75238
Re: NOTICE TO PROCEED Driveway Paving Improvements at Belt Line Rd and Midway BID NO. 01-28 Dear Mr. Bowman: Receipt of this document shall serve as your Notice to Proceed for the above
referenced project, effective July 25,2001 . According to the terms and conditions of the contract, the proposed improvements shall be completed within forty-five (45) calendar days
from the start of construction, with the original contract price of$33,339.50. Please include the Project name and Bid No. 01-28 on all monthly invoices or other correspondence to the
Town of Addison. Should you have any questions, please contact my office at 972-450-2860. Sincerely, Luke Jalbert Project Manager Cc: Chris Terry, Assistant City Manager Mike Murphy,
Director of Public Works Jim Pierce, Assistant Director of Public Works Bryan Langley, Assistant Director of Finance Steve Chutchian, Assistant City Engineer 
--------SHIMEK, JACOBS & FINKLEA, L.L.P. Date: ___J=-::u""'Yc..:I=-=.3,-,2,:.;:0c:;..01'--___ CONSULTING ENGINEERS Time: 3:00pm Type of Client: Town of Addison Meeting: Preconstruction
Conf Project: Driveway Paving 1I11provements at Beltline and Midway ATTENDANCE SHEET Representing Phone Number Fax Number 1. John Birkhoff Shimek, Jacobs & Finklea, L.L.P. (214) 361-7900
(214) 361·0204 2. Luke Jalbert Town of Addsion (972}450-2866 (972)-450-2834 3. JM 􀁾􀁍􀁉􀁫􀁗􀁇􀁉􀁖􀁊􀀧􀀢 c,.JI. 􂂬􀀭􀁬􀁬􀁬􀀤􀀭􀂥􀁩􀁾􀁚􀁈􀀴􀀭 ilp,,"-U'!7 /I II 1J,g37 4. 􀂱􀁅􀁥􀁣􀁾􀁾􀀠􀀠
/hJ..dls.(YI t[1J.. 4StJ-';.171 5. 􀁄􀀴􀁾 (j}(L-J)6 10 AdJJ5::'VI 772-'j5u-):841 -15/37 6. 7. -_...... _-----8. 9. 10. lL 12. 13. 14. IS. 16. 17. 18. 19. 20. ____________________ 
n I 􀁾􀀠 1;' f ' !I_ t _ ! i, 􀁾􀀭􀀻􀀧􀀠 ,f, . L ? 􀁾􀀮􀀠 l , . t.: -Ii.-. .. L 􀁾􀀠 ',' kL, r: L , . ( L , (IttI BID NUMBER 0/-/L SPECIFICATIONS, CONTRACT DOCUMENTS AND PLANS FOR THE
CONSTRUCTION OF PAVING AND DRAINAGE IMPROVEMENTS BROADWAY STREET ADDISON ROAD TO JULIAN STREET PRELIMINARY fOR 􀁾􀁾􀁲􀁮􀁅􀁊􀁕􀁾􀁊􀁉􀀠􀁾􀁴􀁅􀁾􀁅􀁴􀁭􀂥􀀠 NOT FOR CONSTRUCTION PURPOSES
_ I\IOT FOR BIDDING PURPOSES NOT FOR PERMIT PURPOSES PREPARED BY SffiMEK, JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS DALLAS,TEXAS DECEMBER, 2000 
r r I I . r L. r !• [, f I r ! r ! i [ , I L L L L L r 􀁾􀀠 L r;: '􀁲􀁾􀀺􀀠 L , L . SPECIFICATIONS, CONTRACT DOCUMENTS At"'ID PLANS FOR THE CONSTRUCTION OF PAVING AND DRAINAGE IMPROVEMENTS
BROADWAY STREET ADDISON ROAD TO JULIAN STREET FOR TOWN OF ADDISON, TEXAS Prepared for: Town of Addison P.O.Box9010 Addison, Texas 75001 Prepared by: Shimek, Jacobs & Finklea, L.L.P,
8333 Douglas Avenue, #820 Dallas, Texas 75225 December, 2000 
r l L Section AB [ Section IB [ Section PF l Section CA r Section PrB I i. Section PyB 1 i Section ME ,r !. Section BP ! Section GP L l L Section SP [ E r,: L r 􀁾􀀭 r 􀁾􀀮􀀠 " L r L
j \t!<trit:4J'I.Mc:itIon.uooo. 􀀡􀀳􀀱􀁉􀀮􀀤􀁰􀂫􀀮􀁓􀁉􀁬􀁥􀁣􀁨􀀴􀁰􀁜􀁩􀁮􀁾􀀠dt\!: TABLE OF CONTENTS Advertisement for Bids Instructions to Bidders Proposal Form Contract Agreement Performance
Bond Payment Bond Maintenance Bond Contractor's Affidavit ofBiIls Paid General Provisions Standard Specifications for Public Works Construction, North Central Texas (separate document
not fumished) Special Provisions THESE DOCUMENTS AR£ FOR BIDDING, CONSTRUCTION AND PERMIT PURPOSES_ ' Date: 
8Y NOU:J:ilS -1 l J 1 1 I l c.l . , 1 J ,j 1 j 1 1 J 1 
I [ [ L r' r [ [' I . t L [ r l. [ L • [ ,f,". . 􀁾􀁬􀀠 r L " 􀁾.r c ,,-, r L ,f . L SECTION AB ADVERTISEMENT FOR BIDS 1, Sealed bids addressed to the Town of Addison, Texas, for Paving
and Drainage Improvements to Broadway Street -Addison Road To Julian Street, in the Town of Addison, Texas, hereinafter called "City" in accordance with specifications and contract documents
prepared by Shimek, Jacobs & Finklea, L.L.P, will be received at the office of Tammy Rives, Purchasing Coordinator, Finance Building, 5350 Belt Line Road, Addison, Texas until 2:00 p.m.
on ,2000. Bids received by the appointed time will be opened and read aloud. Any bids received after closing time will be returned unopened. 2. The Contractor shall identify his bid
on the outside of the envelope by writing the words MARSH LANE WATER LINE AND BROOKHA YEN CLUB SANITARY SEWER LINE, Bid No. __' 3. Bids shall be accompanied by a cashier's check or certified
check upon a national or state bank in an amount not less than five percent (5%) of the total maximum bid price payable without recourse to the Town of Addison, or a bid bond in the
same amount from a reliable surety company licensed by the State of Texas to act as a Surety and be listed on the current U.S. Treasury Listing of Approved Sureties, or a Binder of Insurance
executed by a surety company licensed by the State of Texas to act as a surety or its authorized agent as a guarantee that the bidder will enter into a contract and execute a Performance
Bond within ten (10) days after notice of award of contract to him, 4, Plans, specifications and bidding documents may be secured from Tammy Rives, Purchasing Coordinator, Finance Building,
5350 Belt Line Road, Addison, Texas, No fee or deposit for documents, 5. The right is reserved by the Mayor and the City Council as the interests of the City may require to reject any
or all bids and to waive any informality in bids received. 6, The Bidder (Proposer) must supply all the information required by the Proposal Form. 7. A Performance Bond, Labor Labor
and Material Payment Bond, and Maintenance Bond will be required by the Owner; each Bond shall be in the amount of 100% of the total contract amount. Bonds shall be issued by a surety
company licensed by the State of Texas to act as a Surety and be listed on the current U.S. Treasury Listing of Approved Sureties. 8. For information on bidding or to secure bid documents,
call Tammy Rives (972) 450-7091. For information on the work to be performed, call Steve Chutchian, P.E., Assistant City Engineer, Town of Addison (972) 450-2871 or Jolm Birkhoff, Shimek,
Jacobs & Finklea, L.L.P. (214) 361-7900. 9. The project consists of furnishing and installing perimeter fencing in accordance with the specifications. 10. Estimated quantities for major
items include the following: Description Quantity 8" Reinforced Concrete Pavement .......................... 2,160 S.Y. Slotted Drain Pipe ......................................................
342 L.F. Sidewalk ..................................................................... 700 S.F. 11. No Pre-Bid Conference will be held, TOWN OF ADDISON, TEXAS i\dt"ril:lIl'll.lI.1d.i:lOil\2000.!
􀁾􀀠1\$pc(.S\lt:dl-sp\:lb-1 ,doc AB-2 
I-SI J ] 1 , j 1 j . 1 j SlI:1IOOUl 0.1 SNOU;:Jn'H.LSNI HI NOI.L:):1IS I . 1 1 o,l J :J 1 􀁾􀀠i I , J 1 
SECTION IB r INSTRUCTIONS TO BIDDERS L A. PROJECT: Paving and Drainage Improvements to Broadway Street -Addison Road To Julian Street in the r Town of Addison. I . r' B. PROJECT DESCRIPTION:
This project consists of furnishing and installing 2,160 square yards of 8-inch reinforced concrete pavement, 342 linear feet of 2 I -inch slotted drain line, and 700 square feet of
sidewalk in accordance with the specifications. C. PROPOSALS: Proposals must be in accordance with these instructions in order to receive consideration. r D. DOCUMENTS: Documents include
the Bidding Requirements, General Provisions, Special provisions, Technical Specifications, Drawings plus Addenda which may be issued by the Consultant during the bidding r period. Bidding
Documents may be viewed and/or obtained under the tenns and conditions set forth in the Advertisement for Bids, Section AB of this Project Manual. r E. EXAMINATION OF DOCUMENTS AND SITE:
Bidders shall carefully examine the Bidding Documents ! and the construction site to obtain first-hand knowledge of the scope and the conditions of the Work. Each Contractor, Subcontractor
and Sub-subcontractor, by submitting a proposal to perfonn any portion of the r Work, represents and warrants that he has examined the Drawings, Specifications (project Manual) and the
< site of the work, and from his own investigation has satisfied himself as to the scope, accessibility, nature and location of the Work; the character of the equipment and other facilities
needed of the perfonnance of f the Work; the character and extent of other work to be perfonned; the local conditions; labor availability, practices and jurisdictions and other circumstances
that may affect the perfonnance of the Work. No additional compensation will be allowed by the Owner for the failure of such Contractor, Subcontractor of I, Sub-subcontractor to infonn
himself as to conditions affecting the Work. L. F. INTERPRETATION OF DOCUMENTS: If any person contemplating submitting a bid for the proposed Contract is in doubt as to the meaning of
any part of the Drawings, Specifications (project Manual) or other L [ proposed Contract Documents, he may submit to the Consultant, not later than four (4) calendar days prior to the
date set for opening bids, a written request for an interpretation or clarification. Bidders should act promptly and allow sufficient time for a reply to reach them before preparing
their bids. Any interpretation or clarification will be in the fonn of an Addendum duly issued. No alleged verbal interpretation or ruling will be held binding upon the Owner. r G. SUBSTITUTIONS:
Conditions governing the submission of substitutions for specific materials, products, equipment and processes are in the Special Provisions. Request for substitutions must be received
by the Consultant seven (7) calendar days prior to the established bid date. r [ L H. ADDENDA: Interpretations, clarifications, additions, deletions and modifications to the Documents
during the bidding period will be issued in the fonn of Addenda and a copy of of such Addenda will be mailed, faxed or made available for pickup to each person who has been issued a
set of the Bidding Documents. Addenda r r will be a part of the Bidding Documents and the Contract Documents, and receipt of them shall be acknowledged in the Bid Fonn. All such interpretations
and supplemental instructions will be in the fonn of written addenda to the contract documents which, if issued, will be sent by U. S. Mail, facsimile, or L available for pickup to all
prospective bidders (at the respective addresses furnished for such purposes) not later than three (3) calendar days prior to the date fixed for the opening of bids. If any bidder fails
to acknowledge the receipt of such addenda in the space provided in the bid fonn, his bid will nevertheless be L construed as though the receipt of such addenda has been acknowledged.
Lf j:\cicrical\addisonUOOO-lj l\specs\!ech-splib-I.doc IB-2 
I. COMPLETION TIME: A reasonable completion time has been established by the Owner and is indicated f in the Proposal Form. r J. PREPARATION OF BIDS: Prices quoted shall include all
items of cost, expenses, taxes, fees and charges l incurred, or arising out of, the performance of the work to be performed under the Contract Bids shall be signed in ink Any bid on
other than the required form will be considered informal and may be rejected. Erasures [ or other changes in a bid must be explained or noted over the initials of the bidder. Bids containing
any conditions, omissions, unexplained erasures and alterations, or irregularities of any kind may be rejected as informaL The prices should be expressed in words and figures or they
may be deemed informal and may r . be rejected. In case of discrepancy between the prices written in the bid and those given in the figures, the j t . price in writing will be considered
as the bid. Failure to submit all requested information will make a bid irregular and subject to rejection. Bids shall be signed with name typed or printed below signature, and, if a
partnership, give full name of all partners. When bidder is a corporation, bids must be signed with the legal [ name of the corporation followed by the name of the state of incorporation
and the legal signature of an officer authorized to bind the corporation to a contract. [' K. SUBMITI AL OF BIDS: Sealed proposal will be received at the time, date and place stated
in the Advertisement for Bids. Proposals shall be made on unaltered Proposal Forms furnished by the Consultant. Submit proposal in an opaque, sealed envelope addressed to the Owner and
plainly mark on the outside of r tbe envelope the project name, and the name and address of the bidder. The Bid Bond must be completed t and signed by each bidder and submitted with
the bid. Submit Bids by mail or in person prior to the time for receiving bids set forth in the Advertisement for Bids issued by the City. I L MODIFICATION AND WITHDRAWAL OF BIDS: Prior
to the time set set for bid opening, bids may be withdrawn or·modified. Bids may be modified only on the official bid form and must be signed by a person r' legaiIy empowered to bind
the bidder. No bidder shall modify, withdraw or cancel his bid or any part , thereof for thirty (30) calendar days after the time agreed upon for the receipt of bids. [ M. DISQUALIFICATION
OF BIDDERS: Bidders may be disqualified and their proposal not considered for any ofthe following specific reasons: [ I) Reason for believing collusion exists among the bidders. 2) Reasonable
grounds for believing that any bidder is interested in more than one proposal for the work contemplated. L 3) The Bidder or his surety being currently in any litigation against the Owner,
or where such litigation is contemplated or imminent, in the sole opinion of Owner. . [ 4) The bidder being in arrears on any existing contract or having defaulted on a previous contract.
[ 5) Lack of competency, responsibility or financial capability as revealed by the bid questionnaires, financial statement, etc.[ 6) Uncompleted work which in the judgement of the Owner shall prevent or hinder the prompt completion of additional work if awarded. L 7) Failure of bidder to use Owner's form of bid
bond in submitting his bid, or submission of a cashier's check drawn on a state or national bank not located in the Owner's jurisdiction area. 8) Unbalanced value ofany bid items. L
f L j\e!ericll!\OOdis=Uooo. 􀁾􀀵􀀱􀁜􀁳􀁰􀁥􀁥􀁳􀁜􀀱􀁥􀁣􀁢􀀮􀀮􀀵􀁰􀁜􀁩􀁢􀀮􀀠LOOc IB-3 
I," N. SUBMISSION OF POST-BID INFORMATION: Upon notification of acceptance, the selected bidder shall, within five (5) calendar days, submit the following: [ I) A designation of the
portions ofthe Work proposed to be performed by the bidder with his own force. 2) A list of names of the subcontractors or other persons Or organizations, including those who are to
r: furnish materials and equipment fabricated to a special design proposed for such portions of the Work as may be designated in the Bidding Documents or as may be requested by the Consultant.
3) The bidder will be required to establish to the satisfaction of the Owner and the Consultant the r reliability and responsibility of themselves and proposed Subcontractors and suppliers
to furnish and perform the Work. Bidder to provide experience record, including contact references (names and telephone) and dollar size of project. I O. AWARD: The Owner reserves the
right to accept any or to reject any bids without compensation to bidders [ and to waive irregularities and formalities. . l P. EXECUTION OF TIffi CONTRACT: The successful bidder will
be required to enter into a contract with the Owner within ten (10) calendar days of notice by the Owner that his bid has been accepted. Failure to r enter into contract within the established
time limit without proper justification shall be considered grounds ! for forfeiture of the bid bond. Q. CONSTRUCTION SCHEDULE: It is the Owner's desire to have the project completed
and operational in as short a time as possible. The number of calendar days for completion of the project will begin with the date specified in the Notice to Proceed. The Notice to Proceed
will be issued in a manner to facilitate a r -smooth construction of the project. i . In no instance shall the number of calendar days for completion of the work measured from the proposed
date ofbeginning exceed Seventy (70) calendar days. R. LIQUIDATED DAMAGES: The time of completion is the essence of this contract. For each calendar day r -that any work shall remain
uncompleted after the time specified in the proposal and the contract, or the I increased time granted by the Owner, or as equitably increased by additional work or materials ordered
after t the contract is signed, the sum per day given in the following schedule shall be deducted from the monies due the Contractor: L $1,000.00 per Calendar Day r The sum of money
thus deducted for such delay, failure or non-completion is not to be considered as a L L penalty, but shall be deemed, taken and treated as reasonable liquidated damages, per calendar
day that the Contractor shall be in default after the time stipulated in the contract for completing the work. The said amounts are fixed and agreed upon by an between Owner and Contractor
because ofthe impracticability and extreme difficulty of fIXing and ascertaining the actual damages the Owner in such event would sustain; and said amounts are agreed to be the amounts
of damages which the Owner would sustain and which shall be 􀁾􀀭 retained from the monies due, due, or that may become due, the Contractor under this contract; and if said monies 􀁾􀀠L
Il_ be insufficient to cover the amount owing, then the Contractor or his surety shall immediately pay any additional amounts due. !fthe contractor fmds it impossible, for reasons beyond
his control, to complete the work within the contract time as specified, the Contractor may make a written request for an extension of time in accordance with the General Provisions,
s. FORM OF CONTRACT: The contract for the construction of the project will be drawn up by the Owner. L A sample form of agreement is included in the Contract Agreement Section. r 􀁾􀀠
T. BONDS: A Performance Bond, a Labor and Material Payment Bond and a Maintenance Bond each in the [ amount of 100% of the contract will be required by the Owner. Sample forms have been
included in the Performance Bond, Payment Bond and Maintenance Bond sections. [ U. BID SECURITY: Bids shall be accompanied by a cashier's check or certified check upon a national or
r state band in an amount not less than five percent (5%) of the total maximum bid price payable without recourse to the Town of Addison, or a bid bond in the same amount from a reliable
surety company as a guarantee that the bidder will enter into a contract and execute Performance Bond within ten (l0) calendar days after notice of award of contract to him. Such checks
or bid bonds will be returned to all except the three lowest bidders within three (3) days after the opening of bids, and the remaining checks or bid bonds [ will be returned promptly
after the Owner has made an award of contract, or, if no award has been made within thirty (30) calendar days after the date of the opening ofbids, upon demand of the bidder at any time
thereafter, so long as he has not been notified ofthe acceptance ofhis bid. [ V. RESOLUTIONS: Ifthe bidder is a corporation, a copy ofthe resolution empowering the person submitting
the bid to bind the bidder must be included with the bid. r: W. CONSTRUCTION STAKING: Benchmarks and horizontal control are shown on the plans. The Town of Addison will conduct Quality
Control Surveys as they detennine necessary. L X. FINAL PAYMENT: The general provisions for Final Payment shall be as stated in Item LSL4 of the North Central Texas Standard Specifications
for Public Works Construction (1983 Edition) including all Amendments and Additions. Prior to final payment the Contractor shaH provide the Owner with the L" following items: , 1) A
Contractor's Affidavit of Bills Paid in accordance with Section BP. r 􀁾􀀠 2) A Consent of Surety Company to Final Payment [' 3) A complete set of Record Drawings which indicate all
construction variations from the original construction documents. L 4) A one (1) year Maintenance Bond in the amount of one hundred percent (100%) of the contract in accordance with
Section MB. r' L [ r END OF SECTION m l [ L L L r L 􀁪􀁜􀁣􀁾􀁜􀀲􀀰􀀰􀀰􀀭􀀱􀀵􀀱􀁾􀁜􀁴􀁥􀁥􀁨􀀭􀁴􀁰􀁜􀁩􀁢􀀭􀁉􀀬􀁤􀁯􀁥􀀠 IB·S 
'] 1 . J 1 ·1 J WHO.!l '1VSOdO'8d I j .!Id NOI.L;):>{S 1,• J J J 1 1 of 
BID FORM I J ,2000 L TO: The Honorable Mayor and Town Council Town of Addison, Texas , . i Gentlemen: L The undersigned bidder, having exammed the plans, specifications and contract
documents, and the location of the proposed work, and being fully advised as to the extent and character of the work, proposes to furnish all equipment and to perform labor and work
necessary for completion of the work described by and in accordance with the Plans, Specifications and Contract for the following prices, to wit: r. Signed by: _____________ r t ACKNOWLEDGMENT
OF ADDENDA: [ . The Bidder acknowledges receipt of the following addenda: [ • Addendum No. I Addendum No.2 L Addendum No.3 [ [ r L [ f . i. L. L 􀁪􀀺􀁜􀁩􀀻􀁬􀁡􀁩􀁾􀁩􀁳􀁯􀁮􀁜􀀲􀀰􀀰􀀰􀀭􀀱
􀁾 I\specs\tech_sp\p(_1 ,doc PF-2 
TOWN OF ADDISON, TEXAS r Paving and Drainage Improvements Broadway Street -Addison Road to Julian Street r BID SCHEDULE L. L L L r fI ! L L I L [ L rL LJ [ L J:\A.ddison\:!.OOOl S􀀱􀁾􀁜􀀱􀂫􀁨􀁜􀁐􀁆􀂷
􀀲􀀮􀁸􀁬􀁳􀀠 -------Item Estimated No. Quantity Unit ! 1 520 C.Y. : . 2 2,160 S.Y. I 3 605 L.F. 4 118 L.F. 5 150 S.Y. : ! Description and Price in Words Unclassified Excavation Icomplete
in place, the SUm of Dollars and Cents per Cubic Yard : For Furnishing and Installing 8-Inch Reinforced Concrete Pavement complete in place, the sum of Dollars I and Header Cents per
Square Yard : For Furnishing and Installing 6-Inch Monolithic Curb complete in place, the SUm of Dollars and Cents per Linear Foot For Furnishing and Installing Undercut Street complete
in place, the sum of Dollars and Cents per Linear Foot For Furnishing and Installing 3-Inch HMAC, Type "DtI Icomplete in place, the sum of Dollars and Cents 􀁾􀁓􀁱􀁵􀁡􀁲􀁥 yard -PF-3
Price in Extended Figures Amount : I .-
r l l r' l . f . l [, [ [ [ L r L [ r., ' " L .. L ! L 1L Item Estimated No, Quantity Unit 6 94 L.F, 7 165 S,Y, 8 2,190 SY. 9 546 S.F. 10 127 S.F. II 35 L.F. J:\Addison\2000 ISI \spces\lcch\PF-2.:ds
Price in Extended Description and Price in Words Figures Amount For Furnishing and Installing 6-Inch Rolled HMACCurb complete in place, the sum of Dollars and Cents per Linear Foot For
Furnishing and Installing 10-Inch Crush Stone Base, Type A, Grade 2 complete in place, the sum of Dollars and Cents per Square Yard For Furnishing and Installing 6-Inch Compacted Subgrade
complete in place, the sum of Dollars and Cents per Square Yard For Furnishing and Installing 4-Inch Reinforced Concrete Sidewalk complete in place, the sum of Dollars and Cents per
Square Foot For Furnishing and Installing Reinforced Concrete Barrier Free Ramp complete in place, the sum of Dollars and Cents per Square Foot For Furnishing and Installing Guard Rail
complete in place, the sum of Dollars and Cents per Linear Foot PF-4 
r ! [ ,! '. L , t [ L [ ! ! i l r [ L r L. fL L f l. f L I PF-5 Item Estimated No. Quantity Unit 12 100 S.F. 13 608 S.F. 14 22 L.F. i IS 46 L.F. 16 34 L.F. 17 10 L.F. l.\Addoo..UOOOUlupea\tech\PF.l
xh Price In Extended Description and Price in Words Figures Amount For Furnishing and Installing Sidewalk with Brick Pavers complete in place, the sum of Dollars and Cents per Square
Foot Remove and Replace Exposed Aggregate Sidewalk Bordered with Brick Pavers complete in place, the sum of Dollars and Cents per Square Foot , For Removing Existing 24-Inch RCP complete
in place, the sum of Dollars and Cents per Linear Foot For Removing Existing 8-Inch PVC complete in place, the sum of Dollars and Cents per Linear Foot For Removing Existing 12-Inch
PVC complete in place, the sum of Dollars and Cents per Linear Foot For Removing and Replacing Existing Chain Link Fence complete in place, the sum of Dollars and Cents per Linear Foot

I ! r L r 1. r t . [ f1 [ [ [ t •I [ [ ,r' L f•L .•• it . ! I Item Estimated No. Quantity Unit 18 21 L.F. 19 342 L.F. 20 44 Ea. 21 42 L.F. 22 2 C.Y. 23 4 Ea. 􀁊􀀺􀁬􀁁􀁤􀁤􀁢􀁯􀁮􀁜􀁬􀁏􀁏􀁏􀁉􀁓􀁉􀁾􀁜􀀨�
�􀁤􀁜􀁜􀁐􀁆􀀮􀀻􀁴􀀺􀁤􀀤􀀠 Price in Extended Description and Price in Words Figures Amount For Furnishing and Installing 21-Inch Slotted Drain Pipe without Slots complete in place, the
sum of Dollars and Cents per Linear Foot For Furnishing and Installing 21-Inch Slotted Drain Pipe with Slots complete in place, the sum of Dollars and Cents per Linear Foot For Furnishing
and Installing 27-Inch RCP complete in place, the SUm of Dollars and Cents per Each For Furnishing and Installing 2 I-Inch RCP complete in place, the sum of Dollars and Cents per Linear
Foot For Furnishing and Installing Sloped Concrete Headwall for 21-Inch RCP complete in place, the sum of Dollars and Cents per Cubic Yard For Connecting to Existing 48-Inch RCP complete
in place, the sum of Dollars and Cents per Each PF-6 
r r l . [ L [ ! i f l ! r [ l·.· r 􀁴􀁌􀁾􀀠 l r L f t L L Item Estimated No. Quantity Unit 24 I Ea. 25 12 Ea. 26 18 L.F. 27 3 L.F. 28 I Ea. 29 I Ea. J:\Addl$onUOOO1' l'\spdlcch\PF.:Lldt
Price in Extended Description and Price in Words Figures Amount i For Furnishing and Installing 3-Foot by 3-Foot Drop Inlet complete in place, the sum of Dollars and Cents per Each For
Furnishing and Installing 4-Inch Bollard complete in place, the sum of Dollars and Cents per Each For Furnishing and Installing 8-Inch PVC Water Line complete in place, the sum of Dollars
and Cents per Linear Foot For Furnishing and Installing 2-Inch PVC Water Line complete in place, the sum of Dollars and Cents per Linear Foot For Connecting to Existing 2-Inch Water
Line complete in place, the sum of Dollars and Cents per Each For Connecting to Existing 8-Inch Water Line complete in place, the sum of Dollars and Cents per Each PF-7 
r [ [ r I l r r-' I t , i r [ , L r L [, ' f t r l f l L Item Estimated No_ Quantity Unit 30 670 L.F. 31 1,145 L.F. 32 4 Ea. 33 2 Ea. 34 42 Ea. 35 I L.S. 􀁉􀀺􀁜􀁁􀁤􀁤􀁯􀁯􀁮􀀧􀁯􀁬􀁏􀁏􀁏􀁕􀀱􀁾􀁜􀁬􀁬􀀺�
�􀁴􀁜􀁐􀁆􀀢􀀻􀁚􀀮􀁾􀁳􀀠 Price in Extended Description and Price in Words Figures Amount For Furnishing and Installing Fire Lane Stripe complete in place, the sum of Dollars and Cents
per Linear Foot For Furnishing and Installing 4-Inch Wide White Stripe complete in place, the sum of Dollars and Cents per Linear Foot For Furnishing and Installing Handicap Symbol complete
in place, the sum of Dollars and Cents per Each For Furnishing and Installing Handicap Ramp complete in place, the sum of Dollars and Cents per Each For Furnishing and Installing Wheel
Stop complete in place, the sum of Dollars and Cents per Each For Providing Trench Safety System Design complete in place, the sum of Dollars and Cents per Lump Sum PF-S 
[ [ r r .r. i r . 1L r' L [ r L_ i . L !, . Item Estimated Price in Extended No. Quantity Unit Description and Price in Words Figures Amount For Furnishing and Installing Trench Safety
36 100 LF. System complete in place, the sum of Dollars and Cents per Linear Foot 37 4 Ea. Relocating Water Meter with New Meter Box complete in place, the sum of Dollars and Cents per
Each For Constructing, Maintaining, Removal and Restoration of Temporary Parking Lot, including Four Direction Signs (Blue Background, White 38 700 S.Y. Letters, 6" Tall) complete in
place, the sum of Dollars and Cents per Square Yard TOTAL AMOUNT BID (Items 1 Through 38) I I 􀁪􀁖􀀮􀁤􀁤􀁩􀁦􀁏􀁮􀁜􀁬􀁏􀁏􀁏􀀱􀀵􀁉􀁜􀁯􀁰􀁥􀁥􀀮􀁳􀁜􀁬􀁥􀁣􀁬􀀡􀁜􀁐􀁆􀀮􀁾􀁊􀁦􀁉􀀡􀀠 PF·9 
NOTES: 1. All items, labor, materials, equipment, facilities, incidentals and work required for construction r of the project are to be provided and installed by the Contractor as part
of the project and payment for the cost of such shall be included in the price bid for the construction of the project. 2. Prices must be shown in words and figures for each item listed
in the Proposal. In the event of discrepancy, the words shall control. . L 3. Materials, which are "tax exempt", are those items which are physically incorporated into the facilities
constructed for the OWNER, as set forth in the Special Provisions. Materials include, but are not limited to purchased items such as concrete, and roadbase, etc. r Services, which are
"not tax exempt", are those items which are used by the Contractor but are not physically incorporated into the OWNER's facility and/or items which are consumed by L construction, as
set forth in the Special Provisions. Services include, but are not limited to, items such as supplies, tools, skill and labor, the purchase, rental or lease of equipment, etc. f Name
of Person Signing Bid r t Signature of Person Signing Bid [ Address Telephone No. Fax No. ! T.I.N. (Tax Identification or Employer's Number) L rL 􀁾􀀠􀁾􀀠 1:., f L r . Il _ L I 􀁪􀀺􀁜􀁃􀁬􀁥􀁲􀁩􀁾􀁮􀁜
􀁚􀁏􀁏􀁏􀀭􀀱S l\specs\lech-sp\pf-3,doc PF-IO 
If BIDDER is: [. An Individual By (Seal) I (Individual's Name) L. doing business as r Business address: [ [ Phone No. r [ l L [ L < . 􀁾􀀠 1. I t. j:\clcricaCladdison\2000.I!i I\specsl\C'Ch-5plpr-l.d
oc PF-ll 
1 1 '·1. · I J 1 · I 'ON::>UOljd j :SS:;llppll SSilursna J SI1 􀁳􀁓􀁾􀁬􀀱􀀡􀁳􀁮􀁱􀀠IlU!OP (oweN UU!d) (jIlilS) Aa 1 I 1 
I A Comoration r r By (Corporation Name) L (State of Incorporation) [ By (Name of Person Authorized to Sign) r' (Title) l ' r (Corporate Seal) ! ,􀁾􀀠 L L f' Attest (Secretary) f ,􀁾
, Business address: f t r Phone No. [ j:\clericaJ\;lddison'lOOO-IS\\spca\tech-JP\pr.3 .doc PF-13 
I A Joint Venture By [ (Name) r (Address) I [ By (Name) [ (Address) l L (Each joint venture must sign. The manner of signing for each individual, partnership and corporation that is
a party to the joint venture should be in the manner indicated above.) r t r l f I l. [ PF-14 
v::> NOI.L::>:tIS 1 
I AGREEMENT [ STATE OF COUNTY OF _____ r I THIS AGREEMENT is made and entered into this day _____--', 2001, by and between the f Town of Addison, of the County of Dallas and State of
Texas, acting through its City Manager, thereunto duly I L authorized so to do, Party of the First Part, hereinafter termed the OWNER, and ___________-' of the City County State of ,
Party of the Second Part, hereinafter termed CONTRACTOR. WITNESSETH: That for and in consideration of the payment and agreement hereinafter mentioned, to be made and performed by the
OWNER, the said CONTRACTOR hereby agrees with the said OWNER to commence and complete construction of certain improvements as follows: f l. Paving and Drainage Improvements to Broadway
Street -Addison Road To Jnlian Street 1 and all extra work in connection therewith, under the terms as stated in the General and Specific Conditions of the AGREEMENT; and at his own
proper cost and expense to furnish all the materials, supplies, machinery, ! f . equipment, tools, superintendence, labor, insurance and other accessories and services necessary to complete
the said construction, in accordance with the conditions and prices stated in the Proposal attached hereto and in accordance with the Advertisement for Bids, mstructions to Bidders,
General Provisions, Special Provisions, Plans, and other drawings and printed or written explanatory matter thereof, and the Technical Specifications and Addenda thereto, as prepared
by the OWNER, each of which has been identified by the endorsement of the j CONTRACTOR and the OWNER thereon, together with the CONTRACTOR's written Proposal and the General Provisions,
all of which are made a part hereof and collectively evidence and constitute the entire AGREEMENT. The CONTRACTOR hereby agrees to commence work within five (5) calendar days after the
date of written notice to do so shall have been given to him, to complete the work within Seventy (70) calendar days, after he commences work, subject to such extensions oftime as are
provided by the General Provisions. The OWNER agrees to pay the CONTRACTOR _____________________ ____________ Dollars ($ ) in current funds for the perfonnance of the Contract in accordance
with the Proposal submitted thereof, subject to additions and deductions, as provided in the General Provisions, and to make payments of account thereof as provided therein. 􀁪􀀺􀁾􀁜􀁬􀁏􀁏􀁏􀀭􀁬􀁓􀁬�
�􀁾􀀬􀁉􀀮􀁤􀁯􀁯􀀠 CA-2 
IN WITNESS WHEREOF, the parties of these presents have executed this AGREEMENT in the year and day [ first above written, [ TOWN OF ADDISON, TEXAS (OWNER) ATTEST: [ , By: I Ron Whitehead,
City Manager By: 􀀭􀀭􀀭􀀭􀀭C􀀻a􀀺n􀀺n􀀻e􀀭n 􀀽M􀀽o􀁾ra􀀺n􀀻, 􀀻C􀀭it􀀻y􀀻 S􀀺ec􀀭r􀀨et􀀧a􀁦ry􀁵 􀁓􀁾􀁾􀀭 ,I . r' t L (CONTRACTOR) ATTEST: r l , By: _________ By: _________ I The following
to be executed if the CONTRACTOR is a corporation: r I, certify that I am the secretary of the corporation named as CONTRACTOR herein; that , who signed this Contract on behalf of the
CONTRACTOR is the (official title) of said corporation; that said Contract was duly signed for and in behalf of said corporation by authority of its governing body, and is within the
scope of its corporate powers. I Signed: _______________ Corporate Seal 􀁪􀀺􀁜􀀨􀀻􀁬􀁣􀁲􀁩􀁾􀁤􀁩􀁳􀁯􀁮􀁜􀀲􀀰􀀰􀀰􀀭􀀱􀀠SI􀁜􀁳􀁰􀁥􀁡􀁜􀁬􀁾􀁨􀂷􀀵􀁰􀁜􀁥􀁡􀂷􀀱􀀠,doc CA-3 
· I . I I aNon 'JI;)NVWlIOffiI'JId n.ld NOIJ.;)'JIS · I [ · , 1 , 1 J 1 .. J 1 J I 1 I 
STATUTORY PERFORMANCE BOND PURSUANT TO CHAPTER 2253 OF THE TEXAS GOVERNMENT CODE r (PUBLIC WORKS) [ (penalty of this Bond must be 100% of Contract Amouut) f KNOW AlL MEN BY THESE PRESENTS,
That L. (hereinafter called the Principal), as Principal, and ,l (hereinafter called the Surety), as Surety are held and firmly bound unto the Town of Addison (hereinafter called the
Obligee), in the amount of _______________________ [ __________________ Dollars ($ ) for the payment whereof the said Principal and Surety bind themselves and their heirs, administrators,
executors, r-successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the r
day of , 2001 to i ,r Paving and Drainage Improvements to Broadway Street -Addison Road To Julian Street 1 _ which contract is hereby referred to and made a part hereof as fully and
to the same extent as if copied at length herein. I NOW, THEREFORE, THE CONDmON OF TmS OBLIGATION OBLIGATION IS SUCH, that if the said Principal shall faithfully perform the work in
accordance with the plans, specifications and contract documents, then this obligation shall be void, otherwise to remain in full force and effect. PROVIDED, HOWEVER, that this bond
is executed pursuant to the provisions of Chapter 2253 of the Texas Government Code and all liabilities on this bond shall be determined in accordance with the provisions, conditions
and limitations of said Chapter to the same extent as if it were copied at length I' herein. IN WITNESS WHEREOF, the said Principal and Surety have signed this instrument this ____ day
of , 200L By: By: 􀁪􀀺􀁜􀁣􀀺􀁾􀀢􀁏􀁏􀁏􀀭􀁉􀁓􀁬􀁜􀁲􀁰􀁣􀀺􀁡􀁜􀁬􀂫􀁢􀀮􀁳􀁰􀁜􀁰􀁲􀁯􀀮􀁬􀀬􀁤􀀮􀁸􀀠 PrB-2 
1 1 ({NOH .LN3:WAV d 1 1 J 1 j I .J 1 1 I . . . J ' 
STATUTORY PAYMENT BOND PURSUANT TO CHAPTER 2253 OF THE TEXAS GOVERNMENT CODE (pUBLIC WORKS) (Penalty of this Bond must be 100% of Contract Amount) [ KNOW ALL MEN BY THESE PRESENTS, That
(hereinafter called the Principal), as Principal, and __________________ (hereinafter called the Surety), as Surety are held and firmly bound unto the Town of Addison (hereinafter r
l . called the Obligee), in the amount of ______________________ I _________________ Dollars ($ ) fbrthe , . payment whereof the said Principal and Surety bind themselves and their heirs,
administrators, executors, successors and assigns, jointly and severally, firmly by these presents. [ WHEREAS, the Principal has entered into a certsin written contract with the Obligee,
dated the day of 2001 to Paving and Dralnage Improvements to Broadway Street -Addison Road To Julian Street ! l which contract is hereby referred to and made a part hereof as fully and
to the same extent as if copied at length herein. [, . NOW, THEREFORE, THE CONDITION OF THIS OBUGATION IS SUCH, that if the said Principal shall pay all claimants supplying labor and
material to him or a subcontractor in the prosecution [ of the work provided for in said contract, then this obligation shall be void; otherwise to relllilin in full force and effect.
I PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas Goverrunent Code and all liabilities on this bond shall be determined in accordance
with the provisions, conditions and limitations of said Chapter to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal and Surety have signed
this instrument this ___ day of , 2001. (principal) By: (Surety) By: (Attorney-ill-Fact) 􀁩􀀻􀁜􀁃􀁾􀁉􀁬􀁑􀁏􀁏􀀮􀁉􀀡􀁬􀁉􀁾􀁜􀁴􀁥􀁤􀁴􀀭􀁳􀁰􀁬􀁰􀀩􀀧􀁢􀀭􀁬 ,doe PyB-2 
I i-a", ([NOO: 3;)NVN3J..NIVW O:W NOIJ..;)3S , 1 j J 1 
I SECTION MB r MAINTENANCE BOND ,r STATE OF TEXAS l ; COUNTY OF DALLAS ! r That ___________________ as principal and _____________ r ,a corporation organized under the laws of ____________
and ________________ as sureties, said sureties being authorized to do business in the r.• State of Texas, do hereby expressly acknowledge themselves to be held and bound to pay unto
the Town of l . Addison, a municipal corporation, chartered by virtue of a Special Act of Legislature of the State of Texas, as I Addison, Dallas County, Texas, the sum of , . ($ ) for
the payment of which sum will and truly to be made unto said Town of Addison and its successors, said principal and sureties do hereby bind themselves, their assigns and successors,
jointly and severally. This obligation is conditioned, however, that whereas said has this day entered into a written contract with the said Town ofAddison to build and construct the
􀁩􀁬􀀨􀀺􀁾􀀡􀁘􀁘􀁊􀀮􀀮􀀱􀀵􀀱􀁾􀁾􀁉􀀬􀁤􀁯􀁣􀀻􀀠 MB·2 
I I" r.. which contract and the Plans and Specifications therein mentioned adopted by the Town of Addison, are hereby expressly made a part hereof as though the same were written and
embodied herein. WHEREAS, under the Plans, Specifications and Contract it is provided that the Contractor will maintain and keep in good repair the work herein contracted to be done
and performed for a period of two (2) years from the date of startup, and to do all necessary backfilling that may arise on account of sWlken conditions in ditches, or otherwise, and
r to do and perform al1 necessary work and repair any defective condition growing out of or arising from the improper joining of the same, or on account of any breaking ofthe same caused
by the said Contractor in laying or building the same, or on account of any defect arising in any of said part of said work laid or constructed by the said Contractor, or on account
of improper excavation or backfilling; it being understood that the purpose ofthis section is to cover all defective conditions arising by reason of defective materials, work or labor
performed by the said Contractor; and in case the said Contractor shall fail to do, it is agreed that the City may do said work and supply such materials, and charge the same against
the said Contractor and sureties on this obligation, and the said Contractor and sureties hereon shall be subject to the liquidated damages mentioned in said contract for each day's
failure on its part to comply with the terms ofthe said provisions ofsaid contract; NOW TIIEREFORE, if the said Contractor shall keep and perform its said agreement to maintain said
work and keep the same in repair for the said maintenance period of two (2) years, as provided, then these presents shall be null and void and have no further effect; but if default
shall be made by the said Contractor in the performance of its contract to so maintain and repair said work, then these presents shall have full force and effect, and said Town of Addison
shall have and recover from from the Contractor and its sureties damages in the premises, as provided, and it is further understood and agreed that this obligation shall be a continuing
one against the principal and sureties hereon and that successive recoveries may be had hereon for successive branches until the full amount shal1 have been exhausted; and it is further
understood that the obligation herein to maintain said work shall continue throughout said maintenance period, and the same shall not be changed, diminished, or in any manner affected
from any cause during said time. 􀁪􀀺􀁾􀁉􀁓􀁉􀁾􀁬􀀮􀁤􀁯􀁥􀀠 MB-3 
IN WITNESS WHEREOF, the said has caused these presents to be executed by and the said has hereunto set his hand this the day of , 20 v, [I . SURETY PRINCIPAL NOTE: Date ofMaintenance
Bond must be same as date City acceptance. 􀁪􀀺􀁾􀁜􀁬􀁏􀁏􀁑􀀮􀀮􀁴􀀵􀁬􀁾􀁜􀁵􀁲􀁬􀀬􀀮􀁦􀁐􀁾􀁬􀀮􀁤􀁯􀁥􀀺􀀠 MB-4 l 
1-<18 aIVd S'1'1Ia: dO .LIAV<IIdJIV S.1I0.LJV1I.LNOJ da: NOI.LJ:tlS ,.l! J 1 
SECTION BP CONTRACTOR'S AFFIDAVIT OF BILLS PAID L STATE OF TEXAS [ COUNTY OF DALLAS Personally, before me the undersigned authority, on this day appeared who, being f duly sworn, on
oath, says that he is a legal representative of (full name ofContractor as in contract) [ and that the contract for the construction ofthe project, designated as [ has been satisfactorily
completed and that all bills for materials, apparatus, fixtures, machinery and labor used in [ connection with the construction ofthis project have. to the best ofmy knowledge and belief,
been fully paid. Signature Title Sworn to and subscribed before me this day of ,2001. Notary Public in and for County, Texas I 􀁩􀁾􀁫􀁲􀁩􀁥􀀺􀁉􀁬􀀮􀁡􀀮􀁩􀁤􀀮􀁩􀁷􀁮􀀧􀁜􀀲􀀰􀀱􀀺􀁬􀀱􀁽􀀮􀁉􀀠SI\tpea\l.t:
clt-sp\bp-I ,doc BP-2 
Instructions: [ If the contractor is an individual, he shall sign the affidavit. If the contractor is a partnership, any partner may sign the affidavit. If the contractor is a corporation,
a person authorized by the by-laws or by the Board ofDirectors shall [ sign the affidavit. If the Contractor is a joint-venture of individuals, any ofthe individuals may sign the affidavit.
If the Contractor is a joint-venture of partnerships, or of individuals and partnerships, the affidavit may be signed by the individual [ or any partner of any partnership. Ifthe contractor
is a joint-venture in which a corporation is a party, separate affidavits must be executed in the name of the joint-venture: one by each corporationand one by each individual or partnership. Signatures for corporations should be by a duly authorized officer. If signature is by another, a showing ofauthority to sign must accompany
the affidavit. 􀁩􀀺􀁜􀀨􀀻􀁬􀁴􀁴􀁩􀁾􀁮􀁜􀀲􀀰􀀰􀀰􀀮􀀱 s􀁉􀁾􀁜􀁴􀁴􀁴􀁨􀀭􀁳􀁰􀀧􀀮􀁢􀁰􀀭􀁉􀀬􀁤􀁥􀀾􀁥􀀠 BP-3 
j j SNOISIAOHd '1VlIaN3D dD NOI..L::XtlS j I 1 1 
GENERAL PROVISIONS The General Provisions of the Contract shall be as stated in the Standard Specifications for Public Works Construction, North Central Texas Council of Governments
(1983), under Part I, "General Provisions," Items 1.0 through 1.63 inclusive, as amended or supplemented and except as modified by the Special Provisions. r I 􀁉􀀬􀁾􀁜􀀮􀀱􀁃􀀨􀁉􀀨􀀩􀀮􀁉􀀡􀁬􀁉􀁜􀁲􀁰􀁥
􀀼􀀻􀁳􀁜􀀮􀁴􀁣􀁭􀀮􀁳􀁰􀀧􀀡􀁧􀁰􀀭􀁬􀀠doe GP·2 
TABLE OF CONTENTS SPECIAL PROVISIONS r 1 1 [ Special Provision No. SP.I SP.2 SP.3 SP.4 SP.S SP.6 SP.? SP.8 SP.9 SP.lO SP.ll SP.12 SP.!3 SP.14 SP,15 SP.16 SP.17 SP.IS SP,19 SP.20 SP.21
SP.22 SP.23 SP,24 SP.25 SP.26 SP.2? SP,28 SP.29 SP.30 SP.3! SP.32 SP.33 SP.34 SP.3S SP.36 Description Page No. Location ofProject ., ......................................... , ....
, ...................................... ,.. SP-2 Scope of Work ............................................... , ... , .................... , ........... ,............ SP-2 Constru
.' --􀀢􀁾􀁨􀀢􀁤􀁵􀁬􀁥􀀠 ..................................................................................... SP-2 Copies ........................................ ,..................
SP-2 Referel ............................................................ SP-Z Trade' SP-2 Projec SP·3 Clean il k/kLV SP·3 Perni SP·3 Clean n .... _. , SP·3 Coordination With Others
SP·3 Lights and Power ............................................................................................ . SP·3 Wage Rates ..................................................................
................................... . SP-4 Claims for Damages or Injury ........................................................................ . SP·6 Cooperation ofContractors ....
, ............. " .." ............... , .................................... . SP·6 Antitrust ...... , ..... , ............ , ......... ' ......... , , .. , ' .., ... , .. , , .......
, , ......... , , ......... , ", ... , ....... . SP·? Public Utilities and Other Property to be Changed ......................................... SP·? Existing Utilities and Service
Lines .............................................................. .. SP·? Use of Explosives ............................................................................................
SP·? Insurance ........................................................................................................ , SP·? Workers' Compensation Insurance Coverage ...............................
................. . SP-8 Resolution of Disputes ................................................................................... . SP-1O Non-Discrimination Policy .... , .....................
, .., ....................... ,' ...................... . SP-Il Compliance With Immigration Laws ............................................................. , SP·1l Compliance With
General Rules and Laws ................................................... . SP-Il Shop Drawing .................................................................................................
. SP·II Barricades, Warning Signs, Detours and Sequence of Work ......................... . SP-Il Construction in Public Roads and Private Drives .........................................
.. SP-!2 Excavation Safety Systems ............................ , ............................................... .. SP-12 Project Video ... ,' .., .........................................
, ............................................... .. SP-13 Waterline Pipe ................................ , .... , ......................................... , ................ . SP-13
Water Meter Relocation ...................................................... , ... , ...................... . SP-14 Record Drawings ..................................................................
......................... .. SP·14 Existing Structures ......................................................................................... . SP-14 Water for Construction .......................
............................................................ . SP·IS Temporary Parking Lot .................................................................................. . SP-IS
􀁪􀀺􀁬􀁣􀁬􀁥􀁲􀁩􀁾􀁤􀁩􀁬􀀻􀁯􀁮􀁜􀁬􀁏􀁑􀁦􀀮􀁬􀀮􀀱􀀠Slltpca\t«:h-Ip',index-ip.doc 
I-dS ) I SNOISIAOlid '1VI;:):!IdS dS NOll;:):!IS •I I . i 1 
SECTION SP [ SPECIAL PROVISIONS I SP.l LOCATION OF PROJECT I The location of the project is along Broadway Street between Addison Road and Julian Street in the Town of Addison, Texas.
A location map is included in the Construction Plans. . SP.2 SCOPE OF WORK The work under this contract includes furnishing and installing approximately 2,160 square yards of 8inch reinforced
concrete pavement, 340 linear feet of 21-inch slotted drain, and 700 square feet of sidewalk. SP.3 CONSTRUCTION SCHEDULE Prior to starting work, the Contractor shall submit a proposed
schedule for the work included herein and shall submit any major revisions to this schedule as the project progresses. This schedule shall provide for completion of the project within
the time provided in the specifications. Working hours is 7:00 a.m. to 7:00 p.m., Monday through Saturday. One-way traffic and parking on one-half of street shall be maintained. Contractor
shall construct temporary parking lot on north side of buildings on Town of Addison property. Such parking lot shall be removed after construction and grass established. SP.4 COPIES
OF PLANS AND SPECIFICATIONS Five (5) copies of the plans and specifications shall be furnished to the Contractor, at no charge, for construction purposes. Additional copies may be obtained
at a cost of$50.00. SP.5 REFERENCE SPECIFICATIONS Where reference is made in these specifications, to specifications compiled by others, such reference is made for expediency and standardization
from the material supplier's point of view, and such specifications referred to are hereby made a part of these specifications. SP.6 TRADE NAMES AND MATERIALS No material which has been
used by the Contractor for any temporary purposes whatsoever is to be incorporated in the permanent structure without written consent ofthe Engineer. Where materials or equipment are
specified by a trade or brend name, it is not the intention ofthe Owner to discriminate against an equal product of another manufacturer, but rather to set a definite standard for quality
or performance, and to establish an equal basis for the evaluation of bids. Where the words "equivalent", "proper", or "equal to" are used, they shall be understood to mean that the
thing referred to shall be proper, the equivalent of, or equal to some other thing, in the opinion or judgment of the Engineer. Unless otherwise specified, all materials shall be the
best of their respective kinds and shall be in all cases fully equal to approved samples. Notwithstanding that the words "or equal to" or other such expressions may be used in the specifications
in connection wij:h material, rnanufuctured article, or process, the materia\, article or process specifically designated shall be used, unless a substitute shall be approved in writing
by the Engineer, and the Engineer shall have the right to require the use of such speeifically designated material, article or process. 􀁪􀀺􀀬􀀼􀁾􀁜􀀲􀁩􀁬􀁏􀁑􀀢􀁉􀁓􀁉􀁾􀁨􀀮􀀮􀀻􀁰􀁜􀁴􀁰􀀭􀁬􀀮􀁤􀁬􀁋􀀠
SP·2 
SP.7 PROJECT MAINTENANCE The Contractor shall maintain, and keep in good repair, the improvements covered by these plans and specifications during the life ofhis contract. SP.S CLEANUP
r During Construction: The Contractor shall at all times keep the jobsite as free from all disposable I ! material, debris, and rubbish as is practicable, and shall remove same from
any portion of the jobsite when it becomes objectionable or interferes with the progress of the project, in the opinion of the Engineer or the Owner. Broken pipe and other debris resulting
from construction shall not be left on the site after the construction work is completed. During the construction the Contractor shall not damage improvements on public or private property,
including shrubs, grass, pavement, walks, curbs and fences. In the event Contractor damages private property, Contractor shall immediately perform restoration at his own cost. Video:
Contractor shall make and provide to the Owner an original color, VHS format tape of existing existing conditions outside of lift station. The areas shall be narrated as to location.
Video shall be provided to the Owner prior to actual construction work commencing. City Inspector shall be present during taping and take possession of tape when completed. Final: Upon
completion of the work, the Contractor shall remove from the site all plants, materials, tools and equipment belonging to him and restore the site with an appearance acceptable to the
Engineer and the Owner. The Contractor shaH thoroughly clean all equipment and materials installed by him and shall deliver over such materials and equipment in a bright, clean, polished
and new-appearing condition. SP.9 PERMITS AND RIGHTS-OF-WAY The Owner will provide rights-of-way for the purpose of construction without cost to the Contractor, by securing permits in
areas of public dedication or by obtaining easements across privately owned property. It shall be the responsibility of the Contractor, prior to the initiation of construction on easements
through private property, to inform the property owner of this intent to begin construction. Before beginning construction in areas ofpublic dedication, the Contractor shall inform the
agency having jurisdiction in the area forty-eight (48) hours prior to initiation ofthe work. I Electricians shall be registered with the Town's Building Department. The registration
fee of$60.00 shall be paid by the Contractor. Inspections from the Building Inspector shall be scheduled by Contractor, 24hours prior to inspection. SP.IO CLEAN AIR ACT AND CLEAN WATER
ACT Include in all construction contract exceeding $100,000, the following requirement: "Contractor is responsible for compliance with all applicable standards, orders, or requirements
issued under Section 306 of the Clean Air Act, Section 505 of the Clean Water Act, Executive Order 11738, and Environmental Protection Agency regulations." SP.1l COORDINATION wrrn OTIIERS
In the event other contractors are doing work in the same area simultaneously with this project, the Contractor shall coordinate his proposed construction with other contractors. SP.12
LIGHTS AND POWER The Contractor shall provide, at ills own expense, temporary lighting and power facilities required for the proper prosecution of the work. . 􀁪􀀻􀁾􀁮􀁕􀁏􀁏􀁑􀀮􀀱􀁓􀁉􀁾􀁬􀀺􀁤􀁈􀀧􀁐􀁜
􀁴􀁰􀀭􀁉􀀮􀁤􀁯􀁥􀀠 SP-3 
I SP.13 WAGE RATES All employees of the Contractor for the work to be performed under this contract shall be paid the prevailing wage scale in this locality for work of a similar character,
and in no event less than the minimums prescribed in the following schedule: The "prevailing rates" shown will be the minimum wags acceptable on this project. If the "Construction project
involves the expenditure of federal fimds in excess of $2,000.00, the minimum wages to be paid various classes of laborers and mechanics will be based upon the wages that will be determined
by the Secretary of Labor to be prevailing for the corresponding classes of laborers and mechanics employed on the project of a character similar to the contract work in the City of
Addison or the rate given above, whichever is higher. Except for work on legal holidays, the "general prevailing rate of per diem wage" for the various crafts or type of workers or mechanics
is the produce to (a) the number of hours worked per day, except for overtime hours, times (b) the above respective Rate Per Hour. For legal holidays, the "general prevailing rate ofper
diem wage" for the various crafts or type of workers or mechanics is the product of(a) one and one-halftimes the above respective Rate Per Hour, times (b) the number ofhours worked on
the legal holiday. The "general prevailing rate for overtime work" for the crafts or type of workers or mechanics is one and one-halftimes the above respective Rate Per Hour . .under
the provisions of Article 5159a, Vernon's Annotated Texas Statutes, the Contractor shall forfeit as a penalty to the entity on whose behalf the contract is made or awarded, Ten Dollars
($10.00) for each laborer, worker or mechanic employed, for each calendar day, or portion thereof, such laborer, worker or mechanic is paid less than the said stipulated rates for any
work under the contract, by him, or by any subcontractor under him. PREVAILING WAGE RATES GENERAL DECISION TX000045 0211 1100 General Decision Number TX000045 TX45 Superseded General
General Decision No. TX990045 State: TEXAS Construction Type: lliGHWAY County(ies): COLLIN DALLAS DENTON ELLIS GRAYSON JOHNSON KAUFMAN PARKER ROCKWALL TARRANT WICHITA Modification Number
Publication Date o 0211 112000 SUTX2043A 03/2611998 Air Tool Operator ....................................................................................... . Asphalt Raker .........................
.................................................................... . Asphalt Shoveler ......................................................................................... . Batching
Plant Weigher .............................................................................. . Rates $ 9.00 9.55 8.80 11.51 Fringes 􀁊􀁜􀁃􀀻􀁬􀁡􀁩􀁾􀁮􀁜􀀲􀁉􀁊􀁏􀁏􀀮􀁝􀀡􀁩 1\spa::5\icd!-sp\sp-l.doc
SP-4 
Rates Fringes Carpenter ..................................................................... , ............ , .. ,', ............ . 10.30 Concrete Finisher -Paving ., .... , .. ,..
,.. "... ,.. ,..., ...... , ......... , ..... ,., ..................... 10.50 Concrete Finisher -Structures .............. , ..., ...... , ...... , .. ,.. , ..... , .... ,., ...... '
...... , .. . 9.83 Concrete Rubber ................... , .... , ..... , ... ,' ..... , .................... , .... , .... , ........ ,., .. ,.,. 8.84 Electrician ........................
, ....................................... , ............ , .... ,., ..... , ....... .. 15.37 Flagger ..................................................................................................
...... . 7.55 Fonn Builder -Structures ........................................................................... . 9.82 Fann Liner -Paving & Curb ...................................................
.................. .. 9.00 Fann Setter -Paving & Curb .................................................................... .. 9.24 Fonn Setter -Structures .................. ' .......................
.................................. .. 9.09 Laborer -Common ............ , .......... ' ...... , .......... , .......................................... .. 7.32 Laborer -Utility ...............
, ... ,' .. '.. ,..., ...... , .......... , ....................................... .. 8.94 Mechanic ..................................... ' ...... , .. ,... ,... ,.. , ...... , .....................
, ..... ' ..... .. 12.68 Oiler ......................................... ' ..... ' ............................... , .. , .................... , .... . 10.17 Servicer .........................
' ..', ................................................. ' .... ' ...... ,., ...... , ... 9.41 Painter -Structures ....................................................................................
. . 11.00 Pipe Layer .................................................................................................. .. 8.98 Blaster ...............................................................
............................. ' ........... .. 11.50 Asphalt Distributor Operator ..................................................................... .. 10.29 Asphalt Paving Machine
......................................... , ................................... . 10.30 Broom or Sweeper Operator .......................................................................
. 8.72 Bulldozer ......... , .. ,.. ,..., .... , .. ', ... ,.. ' ..... , .... , ................ , ..., ................................ . 10.74 Concrete Curing Machine ., .... ' ...
,., ... ,... ,.. ,.." ...... " ..... , ........... , ...... , ............. .. 9.25 Concrete Finishing Machine .,' ..... ' ..... " .. "." ... ,.." ..... , ... ,.. , .... , .. "".,""',
.... ,., .. 11.13 Concrete Paving Joint Machine ........................... " ..,.. '... ,', .... ,., ... ,., ... ,.'., .. ,., 10.42 Concrete Paving Joint Sealer .....................................
................................ .. 9.00 Concrete Paving Saw .................................................................................. . 10.39 Concrete Paving Spreader ......................
.................................................... .. 10.50 Slipfonn Machine Operator ........................................................................ . 9.92 Crane, Clamshell,
Backhoe, Derrick, Dragline, Shovel ............................. . 11.04 Foundation Drill Operator-Crawler Mounted ................................ , ........ .. 10.00 Foundation Drill
Operator -Truck Mounted ............................................ .. 11.83 Front End Loader .... , .. , ............ ' .. ,.. , ....... , ....... , .............................................
. 9.96 Milling Machine Operator ......... , .... " ..., ............. , ...................... , ................ .. 8.62 Mixer .......................................................................
............ ' ..................... .. 10.30 Motor Grader Operator -Fine Grade .......................................................... 11.97 Motor Grade Operator .................................
............................................... . 10,96 Pavement Marking Machine ...................................................................... .. 7.32 Roller, Steel Wheel Plant-Mix
Pavements .................................................. . 9.06 Roller, Steel Wheel Other Flatwheel or Tamping ....................................... . 8.59 Roller, Pneumatic, Self-PropeUed
.............................................................. . 8.48 Scraper .. , ....................................................................................................
.. 9.63 Tractor -Crawler Type ........ ' ...................................................................... . 10.58 Tractor -Pneumatic ........... , .... , .......................................
........................... .. 9.15 Traveling Mixer ................................................ , ...... , ..., .......................... , .. .. 8.83 Wagon -Drill. Boring Machine
................................................................ .. 12.00 Reinforcing Steel Setter -Paving .............................................................. .. 13.21 Reinforcing
Steel Setter -Structures .......................................................... . 13.31 Steel Worker -Structural ..........................................................................
.. 14.80 Spreader Box Operator ............................................................................... . 10.00 Work Zone Barricade ............................................................
..................... . 7.32 Truck Driver -Single Axle (Light) ............................................................ . 8.965 Truck Driver -Single Axle (Heavy) .................................
........................ .. 9.02 Truck Driver -Tandem Axle (Semi-Trailer) .............................................. . 8.77 Truck Driver -LowboyfFloat .' ......... , ..... , ..........
, .. ,.. , ................................. .. 10.44 􀁪􀀺􀁜􀁣􀀺􀁾􀀱􀀧􀀱􀁾􀁾􀀱􀀮􀀦􀁸􀀠 sp·; 
Rates Fringes Truck Driver -Transit Mix ......................................................................... 9.47 Truck Driver -Winch ............................................................
..................... . 9.00 Vibrator Operator -Hand Type ................................................................ ... 7.32 Welder ............................................................
............................................. 11.57 Unlisted classifications needed for work not included within the scope ofthe classifications listed may be added after award only
as provided in the labor standards contract clauses (29 CFR 5.5(a) (1) (v». In the listing above, the "SU" designation means that rates listed under that identifier do not reflect collectively
bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been detennined to be prevailing. SP.l4 CLAIMS FOR DAMAGES OR INJl.JR¥ Item 1.24.3 -SMALL
CLAIMS FOR DAMAGE OR INJURY is amended to read as follows: If any person files a claim against the Owner or Contractor for personal injury or property damage resulting from, arising
out of, or caused by, the operations ofthe Contractor, or any work within the limits of the project, the Contractor must either submit to the Owner a duly executed full release within
thirty (30) days from the date of written claim, or immediately report the claim to his liability insurance carrier for their action in adjusting the claim. If the Contractor fails to
comply with this provision within the stipulated time limit, it will be automatically deemed that the Contractor has appointed the Owner as its irrevocably Attorney-In-Fact authorizing
the Owner to report the claim directly with the liability insurance carrier. This provision is in and of itself a Power-of-Atlorney from the Contractor to the Owner which authorizes
the Owner to take said action on behalf ofthe Contractor without the necessity of the execution .of any other document. Ifthe Contractor fails to comply with the provisions provisions
of this item the Owner, at its own discretion, may tenninate this contract or take any other actions it deems appropriate. Any payment or portion thereof due the Contractnr, whether
it is a fmal payment, progress payment, payment out of retainage or refund payment may be withheld by the Owner as is authorized by Item 1.52. Bankruptcy, insolvency or denial ofliability
by the insurance carrier shall not exonerate the COntractnr from liability. As a result of the additional work created to Owner due tn un-responded claims for damages by Contractor to
third parties, Contractor shall incur penalties for failure to abide by this Special Provision. In accordance with the obligations set forth in Special Provision Item 1.24.3, Contractor
shall respond tn the claimant in writing regarding the status of the claim, including whether Contractor disputes the claim, wishes to settie, or will notify its liability insurance
carrier regarding the claim. COntractnr will be assessed a penalty by Owner of $75.00 per per claim, for its failure to respond tn the claimant as described above within thirty days
ofits written notice of claim by the City. To ensure Contractor compliance, the Owner shall be notified, by copied correspondence of responses or settlement by COntractor. SP.15 COOPERATION
OF CONTRACTORS The COntractor shall have on the project at all times, as his agent, a competent Superintendent capable of reading and thoroughly understanding the plans and specifications,
and thoroughly experienced in the type of work being performed. The Superintendent shall have full authority tn execute orders or directions and to promptly supply such materials, equipment,
tools, labor and incidentals as may be required. Such superintendent shall be furnished irrespective ofthe amount ofwork subcontracted. The Superintendent and the Contractor shall be
responsible for all work performed by the subcontractor at all times during construction. 􀁪􀀺􀁜􀀺􀁾􀁯􀁯􀁯􀀮􀁬􀀧􀁪􀁾􀁾􀁉􀀢􀁤􀁣􀀻􀀻􀀺􀀺􀀠 SP-6 
r SP.16 ANTITRUST The Contractor hereby assigns to the Owner any and all claims for overcharges associated with this contract which arise under the antitrust laws ofthe United States
15 U.S.C.A. Sec. I, et seq. (1973). SP .17 PUBLIC UTILITIES AND OTHER PROPERTY TO BE CI:IANGED In case it is necessary to change or move the property of any Owner or of a public utility,
such property shall not be moved or interfered with until authorized by the utility company or approved by the Owner. The right is reserved to the Owner or public utilities to enter
upon the limits ofthe project for the purpose of making such changes or repairs of their property that may be made necessary by the performance of this contract. SP.18 EXISTING UTILITIES
AND SERVlCELI.NES The Contractor shall be responsible for the protection of all existing utilities or service lines crossed or exposed by his construction operations. Where existing
utilities or service lines are cut, broken, or damaged, the Contractor shall replace the utilities or or service lines with the same type of original construction, or better, at his
own cost and expense. Existing landscaping and irrigation shall be protected at a\1 times. SP.19 USE OF EXP:r..OSIVES Use ofexplosives will not be allowed. SP.20 INSURANCE . Each insurance
policy that the Contractor must furnish in accordance with these contract documents shall name the Town ofAddison and the Engineer as additional insured. L° The Contractor shall agree
to furnish and maintain, during the contract period, insurance coverage meeting the following requirements: 1.1 Commercial General Liability Insurance at minimum combined single limits
of $500,000 per occurrence and $1,000,000 general aggregate for Bodily Injury and Property Damage, which coverage shall include Products/Completed Operations, and XCU Hazards. Contractual
Liability must be maintained with respect to the Contractor's obligations contained in the contract. The policy must be amended to provide a per-project general aggregate limit of insurance
of$I,OOO,OOO with respect to this contract. 1.2 Workers Compensation Insurance at statutory limits, including employer's liability coverage at minimum limits of $500,000 by disease aggregate,
$100,000 by disease -per occurrence, $100,000 per occurrence -each accident. (See attachment on Workers Compensation Commission rules) 1.3 Commercial Automobile Liability Insurance at
mmlmum combined single limits of $1,000,000 per occurrence for bodily injury an property damage, including owned, nonowned, and hired car coverage. 2.0 Contractor shall provide the following
endorsements: 2.1 Named insured wording which includes the Contractor and the Town of Addison with respect to general liability and automobile liability. 2.2 All liability policies shall
contain cross liability and severability of interest clause. 􀁪􀀺􀁾􀁃􀁉􀁉􀁜􀀲􀁻􀁬􀁏􀁏􀀮􀁉􀁓􀁩􀁬􀁳􀁰􀀽􀀧􀁉􀁴􀁡􀀺􀁍􀁰􀁾􀁉􀀮􀁤􀁴􀁬􀁥􀀠 SP-7 
SP.21 2.3 A waiver of subrogation in favor of the Town of Addison with respect to the workers' compensation insurance. 2.4 The policy shall be endorsed to require the insured to immediately
notify the Town of Addison of any material changes in the insurance coverage. 2.5 The certificate shall notate the Project Name or Bid Number. 2.6 All certificates shall be mailed to
Town of Addison, Purchasing Dept., P.O. Box 9010, Addison, Texas 75001. 3.0 All insurance shall be purchased from an insurance company who meets the following requirements: 3.1 Is acceptable
to the Town with regard to financial strength and stability. 3.2 Licensed and admitted to do business in the State of Texas. 4.0 All insurance must be written on forms filed with and
approved by the Texas State Board of Insurance. Certificates of insurance shall be prepared and executed by the insurance company or its authorized agent and shall contain provisions
representing and warranting the following: 4.1 The company is licensed and admitted to do business in the State ofTexas. 4.2 The company's fonns have been approved by the Texas State
Board ofInsurance. 4.3 Sets forth all endorsements as required above. 4.4 The Town of Addison will receive at least sixty (60) days notice prior to cancellation or termination ofthe
insurance. 5.0 Upon request, Contractor, shall furnish the Owner with: a) certified copies of all insurance policies, and b) valid Certificates of Insurance covering all subcontractors
in accordance with the insurance requirements set forth herein for Contractor. WORKERS' COMPENSATION INSURANCE COVERAGE A. DefinitionsCertificate of Coverage ("certificate"): A copy of a certificate of insurance, a certificate of authority to self insure issued by the Texas Workers' Compensation Commission (the "TWCC"),
or a coverage agreement (TWCC-81, TWCC-82, TWCC-83 or TWCC-84), showing Statutory Workers' Compensation Insurance coverage for the person's or entity's employees providing services on
a project, for the duration ofthe project. Duration of the the Project: Includes the time from the beginning of the work on the project until the Contractor'slperson's work on the project
has been completed and accepted by the governmental entity. Persons Providing Services on the Project ("subcontractor" in Section 406.096 of the Texas Labor Code): Includes all persons
or entities performing all or part of the services the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the Contractor
and regardless of whether that person has employees. This includes, withcut limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner -operators,
employees of any such entity or employees of any entity which furnishes persons to provide services j:\Ckric3l'.3ddison\2OO().tSl􀁾􀁜􀁬􀁥􀁴􀁢􀀮􀁳􀁰􀀧􀁾􀁉􀀮􀁤􀁯􀁣􀀠 SP·8 l 
[ on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other services related to a
project. "Services" does not include activities unrelated to the project, such as foodlbeverage vendors, office supply deliveries, and delivery ofportable toilets, B. The Contractor
shall provide coverage, based on property reporting of classification codes and payroll amounts and filing of any coverage agreement, which meets the statutory requirements of Texas
Labor Code, 401.011(44) for all employees of the Contractor providing services on the project, for the duration of the project. C. The Contractor must provide a certificate of coverage
to the Owner prior to being awarded the contract. D. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project, the Contractor
must, prior to the end of the coverage period, file a new certificate of coverage with the Owner, showing that the coverage has been extended. E. The Contractor shall obtain from each
person providing services on the project, and provide to the Owner; I) a certificate of coverage, prior to that person beginning work on the project, so that the Owner will have on file
certificates of coverage showing coverage for ali persons providing services on the project; and, 2) no later than seven days after receipt by the Contractor, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; F. The Contractor shall retain all required
certificates of coverage on file for the duration of the project and for one year thereafter. O. The Contractor shall notify the Owner in writing by certified mail or personal delivery,
within 10 days after the Contractor knew or should have known, of any changes that materially affects the provisions of coverage of any person providing services on the project. H. The
Contractor shall post on each project site a notice, in the text, form and manner prescribed by the TWCC, informing ali persons providing services on the project that they are required
to be covered, and stating how a person may verify current coverage and report failure to provide coverage. I. The Contractor shall contractually require each person with whom it contracts
to provide services on a project to: I) provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the
statutory requirements of Texas Labor Codes 401.011 (44) for all its employees providing services on the project, for the duration of the project; 2) provide to the Contractor, prior
to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for
the duration ofthe project; 3) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown
on the current certificate of coverage ends during the duration ofthe project; 􀁪􀀺􀁜􀁣􀁫􀀺􀁲􀁩􀁾􀁮􀁜􀀲􀁑􀀨􀀩􀁏􀀬 15I\sp«'1l\t«:fl..sp\sp-I.doc SP-9 
[ 4) obtain from each person with whom it contracts, and provide to the Contractor; a) a certificate of coverage, prior to the other person beginning work on the project; and, b) a new
certificate of coverage showing extension of the coverage period, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during
the duration ofthe project. 5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; 6) notif'y the Owner in writing by certified
mail or personal delivery, within 10-days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services
on the project; and 7) contractually require each other person with whom it contracts to perform as required by paragraphs (1) -(7) with the certificate ofcoverage to be provided to
the person for whom they are providing services. J. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the Owner
that all employees of the Contractor who will provide services On the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will
be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured,
with the TWCC's Division of Self-Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties
or otber civil actions. K. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the Owner to declare the contract
void if the Contractor does not remedy the breach within ten days after receipt ofnotice ofbreach from the Owner. The following is the form of notice of workers' compensation coverage
prescribed by the TWCC. Pursuant to Section 110.110 (d) (7), this notice must be printed with a title in at least 30-point bold type, and text in at least 19-point nominal type, and
shall be in both English and Spanish and any other language common to the worker population. REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this
site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling or delivering equipment or
materials, or providing labor or transportation or other services related to the project, regardless of the identity of their employer or status as an employee. "Call the Texas Workers'
Compensation Commission (TWCC) at (512) 4403789 to receive further information on the legal requirements for coverage, to verif'y whether your employer has provided the required coverage,
or to report an employer's failure to provide coverage." SP.22 RESOLUTION OF DISPUTES The parties hereby covenant and agree that in the event ofany controversy, dispute, or claim ofwhatever
nature arising out of, in connection with or in relation to the interpretation, performance or breach of this agreement, including but not limited to any claims based on contract, tort
or statute before filing a lawsuit the parties agree to submit the matter to Alternative Dispute Resolution pursuant to the laws ofthe State of 􀁪􀀺􀁜􀁃􀁾􀀱􀀵􀀱􀁾􀀮􀀱􀀮􀁤􀁯􀁣􀀠 SP-1O

Texas. The parties shall select a third party arbitrator or mediator from the current list of neutrals on file with the Alternative Dispute Resolution Administrator ofthe Dallas County
District Courts. All forms of Alternative Dispute Resolution may be used except binding arbitration. The proceedings shall be conducted in accordance with the Jaws ofthe State ofTexas.
SP.23 NON-DISCRIMINATION POLICY It is the policy of the Town of Addison to afford all people an equal opportunity to bid on any contract being let by the Town. The Town of Addison has
a policy that prohibits discrimination against any person because ofrace, color, sex, or national origin, in the award or perfonnance ofany contract. The Town ofAddison will require
its employees, agents, and contractors to adhere to this policy. SP.24 COMPLIANCE WITH IMMIGRATION LAWS Contractor shall take all steps necessary to ensure that all of the contractor's
employees are authorized to work in the United Stages as required by the Immigration Reform and Control Act of 1986. SP.25 COMPLIANCE WITH GENERAL RULES AND LAWS Contractor shall familiarize
himself with the nature and extent of the specifications, site conditions, traffic and safety requirements, and comply with all federal, state and local laws, ordinsnces, rules and regulations.
Contractor shall determine how compliance with requirements, laws, rules, and regulations will affect his cost, progress, or performance ofthe Work and include that cost in his bid.
SP.26 . SHOP DRAWING Contractor shall furnish a minimum of four and a maximum of six copies of shop drawings for review by the City. Shop drawings shall include all items to be installed
in the project, including: • Slotted Drain Pipe • Wheel Stops • Storm Sewer Pipe • Brick Pavers • Water Pipe • Concrete Mix Designs • Meter Box and Pipe SP.27 BARRICADES. WARNING SIGNS,
DETOURS AND SEOUENCE OF WORK A. Throughout the construction operations, streets and intersections will remain open to traffic by constructing the work in stages. All streets, driveways,
adjacent business and alleys shall remain open to traffic as far as is practicable. B. General Construction: The Contractor shall plan his work sequence in a manner that will cause minimum
interference with traffic during construction operations. Before beginning work on this project, the Contractor shall submit, for approval by the Owner, a plan of construction operations
outlining in detail a sequence of work to be followed; setting out the method ofhandling traffic on streets, roads and driveways along, across and adjacent to the work. If at any time
during the construction, the Contractor's proposed plan of operation for handling traffic does not provide for safe comfortable movement, the Contractor shall immediately change his
operations to correct the unsatisfactory conditions. Ditches across the traffic lanes will be kept covered with a portable traffic-bearing surface at all times unless work in the ditch
is in progress. Only One lane of traffic may be closed at a time when work is in progress in a a ditch. 􀁪􀀺􀁾􀁜􀀲􀁏􀁏􀀩􀀮􀀮􀁉􀁓􀁉􀁜􀁾􀁴􀀮􀁤􀁯􀁣􀀠 SP-11 
C. Safety: The Contractor shall provide, construct and maintain barricades and signs at locations set out in the plans and in the Special Provisions in accordance with the Texas Manual
on "Uniform Traffic Control Devices for Streets and Highways". In addition, he shall provide and maintain such other barricades and signs as deemed necessary by the Owner, and provide
and maintain, between sunset and sunrise, a sufficient number of lights at barricades and points of danger for the protection of vehicular and pedestrian traffic. Barricades shall be
placed in such a manner as not to interfere with the sight distance of drivers entering the street from side streets. The Contractor shall keep traveled surfaces used in his hauling
operation clear and free of dirt or other material. The Contractor shall provide and maintain qualified flagmen at such points and for such periods of time as may be required to provide
for the safety and convenience of public travel and Contractor's personnel. SP.28 CONSTRUCTION IN PUBLIC ROADS AND PRIVATE DRIVES No public road shall be entirely closed overnight. It
shall be the responsibility of the Contractor to build and maintain all weather bypasses and detours, if necessary, and to properly light, barricade and mark all bypasses and detours
that might be required on and across the roads involved in the work included in this contract. No interference with traffic flow on city streets shall be permitted during the hours of
6:30 a.m. to 9:30 a.m. and 3:30 p.m. to 7:30 p.m., Mondays through Fridays. The Contractor shall make every effort to complete construction and allow immediate access to adjacent property
at driveway entrances located along the roadways. Owners or tenants of improvements where access and/or entrance drives are located shall be notified at least twenty-four (24) hours
prior to the time the construction will be started at their driveways or entrances and informed as to the length of time driveways will be closed. Contractor shall at all times maintain
at least one point point of access into all properties, unless obtaining written permission from property owner to do otherwise with such written permission being provided to the Town's
inspector. The Contractor shall be responsible for all road and entrance reconstruction and repairs and maintenance of same for a period of one year from the date of such reconstruction.
In the event the repairs and maintenance are not made immediately to the satisfaction of the Owner, and it becomes necessary for the Town to make such repairs, the Contractor shall reimburse
the Town for the cost of such repairs. The Contractor shall, at all times, keep a sufficient width of the roadway clear of dirt and other material to allow the free flow of traffic.
The Contractor shall assume any and all responsibility for damage, personal or otherwise, that may be caused by the construction along roads and private drives. SP.29 EXCAVATION SAFETY
SYSTEMS The work performed under this section of the specifications consists of providing trench safety systems consisting of shoring, sheeting, trench shield, and/or laid back slopes
to meet the trench safety requirements of the Occupational Safety and Health Administration (O.S.H.A.), as required for this project and specified herein. A. General Trench safety systems
shall be provided by the Contractor as provided in Subpart P -Excavation, Trenching and Shoring, Part 1926 of the Code of Federal Regulations which describes safety and j:\clerical\:lddisonl1(j()().1
􀁾􀀠1\spea\(ech-sp\SP-I.doc SP-12 
health regulations as administered by the U.S. Department of Labor Occupational Safety and Health Administration (O.S.HA). The standards specified by the O.S.H.A. Regulations shall be
the minimum allowed on this project. It shall be the responsibility of the Contractor to design and install adequate trench safety systems for all trenches excavated on this project.
The Contractor shall furnish to the Owner for review, prior to beginning construction activity, a Trench Safety Plan for the entire project. The trench safety plan must be prepared and
sealed by a Professional Engineer registered in the State of Texas. In addition, all trench safety systems utilized in this project must be designed by a Professional Engineer registered
in the' State of Texas. The Contractor shall be totally responsible for the safety of all persons involved in the construction ofthis project. B. Core Borings Any core borings and soil
data furnished by the Owner are for the convenience of the Contractor. The Contractor shall be responsible for any additional soil or geotechnical information required. The Contractor
shall be responsible for properly designed trench safety systems to be utilized for any type of subsurface condition found on this project. The furnishing of soil information by the
f Owner in no way relieves the Contractor ofthis obligation. Ifno core borings or soil data are furnished by the Owner, it shall be the Contractor's responsibility to obtain whatever
geotechnical information required for preparation oftrench safety systems. C. Inspections In addition to the inspections of the trench and trench safety systems required of the Contractor
by the O.S.H.A. Regulations, the Owner may further inspect the work. The Owner shall have the right to reject any trench safety systems which he finds to be inadequate, and the Contractor
shall immediately improve the system to comply with this specification. D. Measurement and Payment Measurement and payment of Trench Safety Systems shall be based on the actual linear
footage of the pipe installed on the project. The payment shall be full compensation for all planning, engineering, materials, equipment, fabrications, installation, recovery and all
incidental work required. All excavation and backfill in addition to that specified elsewhere in these specifications shall be considered subsidiary to this bid item. r SP.30 PROJECT
VIDEO Prior to start of construction, Contractor shaH color videotape construction area and property adjacent [ to construction. The Contractor shall furnish the Owner a copy of the
tape in VHS format prior to commencement ofproject. This shall be subsidiary to project. SP.31 WATERLlNE PIPE The following waterline pipe is acceptable for this project in accordance
with the assigned NCTCOG Standard Specification item number and ASTM designation: • Polyvinyl Chloride (PVC) Water Pipe NCTCOG Item 2.12.20 -AWWA Standard C900 . • Fittings for PVC Water
Pipe shall be Ductile Iron (poly Wrapped) NCTCOG Item 2.12.8 -A WWA Standard Cllo. 􀁬􀀮􀀮􀀺􀁾􀁮􀀮􀁜􀀮􀀱􀁑􀁏􀁏􀀮􀀱􀁾􀁬􀁬􀁜􀀤􀁰􀁥􀁡􀁜􀁬􀀮􀁲􀁴􀁴􀀮􀀮􀁾􀀱􀀬􀁬􀁢􀀺􀀠 SP-!3 
I SP.32 WATER METER RELOCATION A. Meter boxes shall be located at a finished grade with the curb stop six to twelve inches below the finished grade. B. To prevent the inflow of mud or
silt into the box, six inches of washed pea gravel shaH be placed under the meter inside the box. Meter boxes shall extend <:: 6" below the bottom of the meter or service pipeline. C.
Meter boxes shaH be of concrete with a reader lid, and be large enough that the curb-stop, meter, and flangeslbolts are all easily accessible for future testing, repairs, etc. Boxes
that are vulnerable to vehicular traffic shall have steel lids designed to withstand the expected load (with reader lid). D. Approved Materials I) Double-strap bronze tapping saddle
with CC (taper) thread: MueHer #BR2B, Ford #202E. 2) Corporation stop with A WWA taper thread (CC) by conductive compression connection: MueHer H-15013 or B25008 (1,S", 2'), Mueller
H-IS008 or H-25008 (3/4", I"), Ford FBlOOO or FI 000 (IS', 2", -6-G, -7-G, respectively), (3/4", I", -3-G, 4-4-G, respectively). 3) 90 degree angle curb stop with lock-wing: Mueller
H-14277 or B24276 (1.5", 2"), Ford KV43666W-G or FV43-777W-G (IS', 2"), Mueller H-14277 or B24258 (314", 1"), Ford KV43332W-G or KV43-444W -G (3/4", I "). All companion flanges (1.5",
2") shall be brass. 4) Meter box shall be lOx 20 concrete to accommodate the curb stop, meter, and all cOIUlections. They shaH have concrete cover with hinged reader lid. Boxes may be
stacked to achieve sufficient depth. 5) In-line curb-stops, meter yokes/setters, andlor meter risers may be considered on a case-by-case basis dependent on situation and subject to approval
of Utility Inspector andlor Utility Foreman. 6) Tapping saddle and corporation stop must be poly-wrapped (8 mil) and hand backfilled with sand to a depth of 12-inches. Additional backfill
may be done by machine, with material free of rocks and clods exceeding 3-inches in diameter. CAUTION!! Inspection must be called for r and completed prior to backfill, or tap must be
re-exposed by the contractor so that inspection may be completed by the Town's representative. SP.33 RECORD DRAWINGS The Contractor shall maintain record drawings and legibly annotate
shop drawings to record changes made after review. A red felt-tip marking pen shall be used for all recording. Submittal: At the completion of the project, and 14-days prior to request
for final payment the Contractor shall deliver record drawings to the Owner which shall include the following: • Delineation of each change made to the construction plans during construction.
• Certification that each document as submitted is complete and accurate. • Signature of Contractor or his authorized representative. SP.34 EXISTING STRUCTURES The plans show the location
of all known surface and subsurface structures. However, the Owner assumes no responsibility for failure to show any or all of these structures on the Plans, or to show SP-14 
them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensation of extra work or for increasing
the pay quantities in any, manner whatsoever, unless the obstruction encountered is such as to necessitate changes in the lines or grades, or require the building of special work, provisions
for which are not made in the Plans and Proposal, in which case the provision in these Specifications for extra work shall apply. SP.35 WATER FOR CONSTRUCTION The Contractor shall make
the necessary arrangements with the Town of Addison for securing and transporting all water required in the construction, including water required for mixing of concrete, sprinkling.
testing or flushing. Water required for construction shall be paid for by the Contractor at the Town of Addison prevailing rates. There will be no separate pay item for connection into
the existing water system and quantity of water required for construction purposes. The Contractor shall obtain a water meter from the Town (deposit required). SP.36 TEMPORARY PARKING
LOT The Contractor shall construct a temporary parking lot on the north side of the buildings (building being located on north side of Broadway) and north of the existing alley. The
location shall be determined in the field. The temporary parking lot shall consist ofthe following: a) Stockpile topsoil. b) Excavate to a total depth of 4-inches, stockpile material
other than topsoil. c) Place Geotextile Fabric on exposed excavation (TREVIRA 1135 or approved equal). d) Backfill with NCTCOG, Grade 4 crushed stone to grade. " e) Reconstruct by removing
crushed stone and spreading crushed stone on crushed stone roadway east of Broadway and Julian (Town ofAddison property). f) Remove Geotextile Fabric. g) Backfill with excavated material
and mechanically compact in place. h) Spread topsoil. Total area included will be approximately 700 square yards. j 􀁬􀁲􀀻􀁾􀁮􀁜􀁬􀁏􀁏􀁏􀂷􀁬 􀁾􀁬􀁜􀁱􀁸􀀺􀁴􀀺􀁳􀁜􀀱􀁥􀁣􀁨􀀭􀁳􀁰􀀧􀀦􀁰􀀭􀁉􀀮􀁤􀁯􀁣􀀺􀀺􀀠
Sp·l5 
􀁾􀀮􀀻􀀿􀁳􀀮􀀺􀂷􀁟􀀭􀀻􀀬􀀧􀀭􀁾􀁾􀀺􀀭􀀺􀀺􀁾􀀻􀀻􀀺􀀬􀀻􀀮􀀻􀀺􀀺􀀺􀁭􀀺􀀺􀀮􀀺􀀺􀀡􀀮􀀺􀀮􀀢􀀡􀀺􀀺􀁾􀀻􀀺􀀻􀀬􀀢􀀧􀀡􀁾􀁊􀀺􀀧􀁾􀀠® FINANCE DEPARTMENTIPURCHASING DNISION 5350 Belt Line Road (972)
450·7091 􀁅􀁾􀁭􀁡􀁨􀀠purchasing@ci addlson,uw5 Facsimile (972) 450·7096 P.O. Box §Ow Addison, Texas 13001 June 26, 2001 Jim Bowman Construction Co, LP Jim Bowman 􀁃􀁾􀁾􀁰 10209 Plano
Rd, Ste 101 :,' Dallas, TX 75238 NOTICE OF AWARD: Driveway Paving Improvements at Belt Line Rd and Midway Dear Mr. Bowman: Receipt ofthis document authorizes your company to provide
all labor and materials as outlined in the specifications, and under the terms and conditions of the contract documents for Bid No: 01-28. Enclosed please find four completed copies
of the contract to be signed by an authorized officer or principal of your firm. Please send the signed contracts along with the necessary insurance certificates, Performance Bond, Labor
& Material Payment Bond and Maintenance Bonds as soon as possible, but no later than July 11, 2001. Once Once we receive these items these items a Notice to Proceed will be issued. If
you have any questions or ifl can be ofassistance to you, please contact me at 972-450-7091. 􀁳􀁾􀀠 MinokSuh Purchasing Coordinator Enclosures Copy: Steve Chutcbian 
DATE: _"_5_1_.3..:...1tJ_1__ TOWN OF ADDISON " PAYMENT AUTHORIZATION MEMO Claim # Check $ .; :. "..' ".. S) 9'2'.3:Yrtf: " . '... " "" Vendor No;" Vendor Name SHIMEK, JACOBS & FINKLEA
j' Address 8333 DOUGLAS AVE., #820 1------DALLAS, '.fX 75225-5816 Address " " . Address Zip Code -----I'.. ' .. .' , . EXPLANATION f"'l"t-e",,;'y fDR." ;,f!,-9PI71t:;./,4-C... 􀀨􀀩􀀵􀀯􀁾􀀢􀀭􀀢􀀠
tiLt f'Ja4i-et<-t.eA--T$ 􀀢􀀨􀁚􀀮􀁥􀁜􀁾􀀺􀁁􀀢􀁔􀁅􀁐􀀠 7lJ 􀀷􀀷􀁫􀁾􀁣􀀮􀀮􀁴􀀻􀁃􀀺􀂷􀁉􀀴􀀭􀁦􀀻􀀠(t( P't;AY -: l-:: • , " ; 􀁾 e4L..: Authorized Signature finance 
SHIMEK, JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS 8333 Douglas Avenue, #820 Dallas, Texas 75225-5816 Fax (214) 361-0204 Phone (214) 361-7900 Town of Addison Date: April 27, 2001
Post Office Box 9010 Addison, Texas 75001-9010 Attention: Mr_ Steve Chutchian Statement No. 2000190A (267) . SerVi ces through March 31, 2001, in connection with driveway improvements
off Midway Road, just north of Beltline Road Time of Personnel: Engineer 2.0 Hrs. Engineer 8.5 Hrs. AutoCAD Tech I 44.0 Hrs. AutoCAD Tech II 7.5 Hrs. Word Processor .5 Hr. Word Processor
1.5 Hrs. Survey 2.25 Hrs. Expense: Printing $ 259.35 1,227.14 3,644.05 321. 59 31.99 65.87 $ 5,797.49 $ 5.823.94 ========== Previous Billings $ 2,589.93 Current Bill i ng 5,823.94 Total
$ 8.413.87 
" TOWN OF ADDISON .... . PAYMENT AUTHORIZATION MEMO ,-,," . '". 􀁾􀀠 . .' '-.: . DATE: 􀁃􀁨􀀮􀀮􀀮􀀮􀀻􀀧􀁇􀁾􀀷􀀺􀁾􀁾􀁾􀀧􀁾􀁲􀀠 . ,", 􀁾􀀮􀀢􀀠 .. . -. ' ',' 􀁖􀁥􀁮􀁾􀁯􀁲 No;' , . . .'
Vendor Name Address' . BieKifaFF ,, H􀁅􀁾􀂷􀀨􀀩􀁦􀀮􀀿􀀨􀁃􀁋􀁳 7 stJ2. 6'I? Ee'VVfL-L E : AvE#2.2C? ·Address "DA-LLAS' j TeX/I.> 7S23/Address 􀁾􀁰􀁃􀁯􀁤􀁥􀀠.__________________􀁾____ -.
··. 􀁌􀀮􀀺􀀮􀀮􀀮􀀺􀀮􀀮􀀺􀀻􀀧􀀭􀀧􀀭􀁟􀁾_____--''. 'J; EXPLANATION PA '-/Ivfi J:4 f j?() Ve /i -e"V7$ ", ...' ..;., ./. ... '. ... 1 ,-. : ,. 􀁾􀀮􀀠 ,􀁾􀀮􀀭 ' . 􀁾􀀮􀀠 '..' ," , . ,l .
i '. fo:" 􀁥􀂣􀁲􀀴􀀺􀁾􀀠 . :. , ,. Authorized Signature finance .. " i 
BIRKHOFF, HENDRICKS & CONWAY, L.L.P. CONSULTING ENGINEERS 7502 Greenville Avenue. #220 Dallas. Texas 75231 Fax (214)361-0204 Phone (214) 361-7900 Town of Addison Date: June 28, 2001
Post Office Box 9010 Addison, Texas 75001-9010 Attention: Mr. Steve Chutchian Statement No. 2000190A (423) Services through May 31, 2001, in connection with driveway improvements off
Midway Road, just north of Beltline Road Time of Personnel: Word Processor 5.5 Hrs. $ 369.43 Expense: Delivery $ 31.05 Printing 207.15 238.20 $ 607.63 ======= Previous Billings $ 8,711.26
Current Billing 607.63 '. Total $ 9,318.89
#2i -Consideration of a Resolution authorizing the City Manager to enter into a contract in the amount of $33,339.50 with Jim Bowman' ff'f2-tllI€ f> Construction for the construction
of Driveway Paving Improvements AG /u/o ( at Belt Line Road and Midway Road. Acceptance of construction and authorization of final payment in the amount of $20,910.00 to Hencie International,
Inc. for Ewing Drive Approach Improvements. Consideration of a Resolution authorizing the City Manager to enter into a contract in the amount of $12,784.75 with United Rentals & Highway
Technologies to supply and install pavement markings on Keller Springs Road from Addison Road to Dallas Parkway . .. City Council Agenda 06-26-01 
Item # 1 2 3" 4 5 6 10 BELTUNE AND MIDWAY DR Unit t removal and 'land _. Furnish and Install 8 in Furnish .nd Inst.1I 6 in Furnish and Install 6 in Furnish and Install 4 in Furnish and
Inslall Rei Furnish and Inolal14 e Existing c Curb , Barrier Free Ramp • Stripe 􀁾􀁉􀁉􀀠 gWall 340 S.Y. 165 S.F. 325 S.Y. 155 L.F 340 S.Y 56 L.F. 98 S.F. 50 L.F. 60 L.F. 35 L.F. W BIDTABS
$42.00 $1.00 !t4:i 00 UNIT BID JRJ $25.00 $3.00 iQR B!i $2.50 I $550 $3.00 $6.50 $4.00 $8.50 $6.0 􀀤􀀸􀀮􀀰􀀰􀀭􀀭􀁬􀁩􀀭􀀭􀀭􀁩􀀤􀀢􀀢􀀱􀀰􀀽􀀧􀀮􀁾􀀰􀀰􀀠 .15.00 $74.00 190.00 $14.98 $0.82
$4f56 $9.82 21.35 ;18.34 ;16.99 $2.45 $3.25 'li71.14 $26.00 $3.00 ,58.00 $2.00 ,20. __ p3.50 $4.50 n.oo 33.25 72.40 TOTAL ITEM BID PRICES JRJ I$14,280.00 $5,093.20 $8,840.00 $165.00
$135.30 $495.00 1$13,975.001 $32,061.25 $15,457.00 $18,850.00 R"? !in $1,522.10 $310.()() $7,259.00 $6,800.00 $1,027.04 $196.00 $588.00 $1,665.02 $441.00 $400.00 $122.50 $1,650.00 $195.00
$1,995,00 $1,400.00 I $6,650.00 I $2,489.90 I $2,534.00 IBid Totals I$33,339.501 $58,144.751 $34,966.061 $42,111.00 
. TOWN OF ADDISON . PAYMENT AUTHORIZATION MEMO . ' . ' ... . DATE: . Claim # ... Vem:tor No:' -, " , " Vendor Name ' 81Rf::. ifiJF P, !lCIVP)ZfC.eS ( Co;'t.-A2; 1.41'-· Address . . 7S
I?2 r;!Z. EetVVILC. E ,AYE, '# 2.2 " tJ ·Address 7S23 ) Address Zip Code . '., L.;...;..:;;..'---__----'"--.:..----1.,. . . . '. TotAL :-􀁾􀀠􀁾􀀮􀀺􀀠 '. , . .' ..'•." . .' .•,' . .1 ..•. J),/iMI;rt-A t:::p;, .. ;. 􀁾􀀠. . . i ; '. 􀁾􀁾􀀠 ( ..;".______-"L , Authorized Signature finance 
SHIMEK, JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS 8333 Douglas Avenue, #820 Dallas, Texas 75225-5816 Fax (214) 361-0204 Phone (214) 361-7900 Town of Addison Date: May 24, 2001 Post
Office Box 9010 Addison, Texas 75001-9010 Attention: Mr. Steve Chutchian Statement No. 2000190A (348) Services through April 30, 2001, in connection with driveway improvements off Midway
Road, just north of Beltline Road Time of Personnel: Engineer 2.0 Hrs. $ 297.39 ========== d, 1:::< 10 tf'rry . $ z-c G(;fo ( Previous Billings .$ 8,413.87 Current Bi 11 i ng 297.39
-. Total $ 8,711.26 
Driveway Paving Improvements at Beltline and Midway BID NO 01-28 DUE: June 5, 2001 2:00 PM BIDDER SIGNED BID BOND TOTAL JIM BOWMAN CONSTRUCTION Y Y $33,339.50 JRJ PAVING Y Y $58,144.75
PAVECON INC Y Y $34,966.49 GIBSON AND ASSTS Y Y $42,111.00 Minok Suh, Purchasing Coordinator C"'"'t hor1Corey Gayden, Wrtness 
-SHIMEK, JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS 8333 Douglas Avenue, #820 Dallas, Texas 75225-5816 Fax (214) 361-0204 Phone (214) 361-7900 RONALDV. CONWAY, P.E. JOHN W. BIRKHOFF.
􀁾􀀮􀁅􀀮􀀠 JOE R. CARTER, P.E. GARY C. HENDRICKS. P.E. PAULA. CARLINE, P.E. MATI mcKEY, P.E. October 23,2000 ROSS L JACOBS. P.E. I. C. FrnKLEA, P.E. Mr. James C. Pierce, Jr., P.E., DEE
Assistant Director ofPublic Works Town ofAddison Post Office Box 90 I 0 Addison, Texas 75001-9010 Re: Engineering Services Agreement Driveway Study Midway at Beltline Dear Mr. Pierce:
In accordance with yo, ur request, we propose to furnish engineering services to study widening the driveway " approach to the busiriesse$ at the northwest comer of the intersection
ofBeltline Road and Midway Road. Our services will incjude the following: 1. 􀁾􀀠f: : . : I. Field surveys of'the shopping center and a portion ofthe Exxon Station. Field surveys Will
hlclude such 􀁤􀁥􀁴􀁡􀁩􀁬􀁾􀀠as park#:tg lot stripes and will ir\clude a portion of Midway Road. I: "" " 2. TopograpHic plots Will be generated of existing conditions and proposed improvement.:,
3. Cross-sections ofthe driveway approach. 4. "Contour ofpavement with improvement. r 5. Quantity htkeoffand formulation ofan opinion ofprobable construction cost." , 6. Meeting tth
the staff to discuss the alternate ;. -. 7. Letter 􀁲􀁥􀁰􀁾􀁲􀁴􀀠summarizing the fmdings. We propose to be compensated the basis ofsalary co;t times a multiplier of2.3 with expenses
at invoice cost times 1.15. Field s(rrveys will compensated at $110.09 per hour. We recommend a budget of$7,50Q.00 be " established for 􀁴􀁨􀁥􀁳􀁾􀀠services." , 
• Mr. James C. Pierce, Jr., P.E., DEE Town ofAddison 10/23/00 Page 2 of 2 Ifyou are in agreement with our proposal, please have one copy ofthis letter agreement executed by the Town
ofAddison and return one copy to our office. We will commence our services at your direction. John W. Birkhoff, P.E. 'lTI>,tT"'WN OF ADDISION By: __􀁾􀁾􀁾􀁾___________________ Date:
_"'-L-_...:....:.....:...___________ i ;.' t r , I \ i f 􀁾􀀠: i! I' 􀁪􀀺􀀧􀁤􀁥􀁲􀁩􀁾􀁾􀁂􀁉􀁴􀁩􀀱􀀶􀁏􀁜􀁬􀁥􀁵􀁭􀁜􀁤􀁲􀁩􀁖􀁾 nudy\midwllywehliDe..doc "t ,, 
February 8, 2001 Mr. John Birkhoff, P.E. Shimek, Jacobs & Finklea, L.L.P. 8333 Douglas Avenue, Suite 820 Dallas, Texas 75225 Re: Driveway Improvements at Midway Rd. and Belt Line Rd.
Dear John: Our staff met at the above-mentioned site on February 7, 2001 to discuss the proposed driveway improvements and general project scope with the affected property owner. The
owner, Mr. Su, concurred with the schematic drawing you submitted to the Town, with the following clarifications to a subsequent design: a. The proposed pavement should be placed on
a W' per ft. slope. b. The Town of Addison will require written authorization from the owner to perform the proposed improvements within a temporary construction easement. c. The engineer
will prepare final drawings and specifications for bidding the project. Please accept this correspondence as your authorization to proceed with final design and preparation ofa temporary
construction easement. Should you have any questions, please let me know. Sincerely, Steve Chutchian, P.E. Assistant City Engineer Cc: Mike Murphy, Director of Public Works Jim Pierce,
Assistant Director ofPublic Works Jim Wilson, Project Engineer 
TEMPORARY CONSTRUCfION EASEMENT STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF DALLAS § THAT ADDISON BELTWAY JOINT VENTURE ONE, a joint venture, organized and existing under
the laws of the State of Texas, hereinafter called GRANTOR of the County of Dallas, State of Texas, for and in consideration of the sum of ONE DOLLAR ($1.00) and other good and valuable
consideration, the receipt and sufficiency of which is hereby acknowledged, does by these presents grant, sell and convey to the Town of Addison, hereinafter called GRANTEE of the County
of Dallas and State of Texas, a temporary easement and right to pass over, along, under and across a portion (the "Easement Area") of GRANTOR'S property, which easement and right of
passage is shown and depicted on Exhibit B, attached to and incorporated herein, for the purpose of constructing, reconstructing or otherwise improving Midway Road, including (without
limitation) driveway construction or improvement in connection therewith. The Easement Area is described as follows: See attached Exhibit A (Field Note Description) which is made a part
of this easement as if fully copied herein. This temporary easement shall terminate 12 months from the date of execution or upon completion of construction, whichever is earlier. TO
HAVE AND TO HOLD unto the Town of Addison, Texas as aforesaid, for the purposes and on the conditions set forth hereinabove, the easement and Easement Area described above. Grantor binds
Grantor and Grantor's heirs, executors, administrators, and successors to warrant and defend all and singular the Easement Area to Grantee for the duration and purposes set out herein
against every person whomsoever lawfully claiming or to claim the same or any part thereof. EXECUTED this ____ day of_______--', 2001. GRANTOR ADDISON BELTWAY JOINT VENTURE ONE By: Title:
1 Document II: 947465 
STATE OF TEXAS § COUNTY OF DALLAS § BEFORE ME, the undersigned notary public in and for said county and state, on this ,--_ day of , 2001, personally appeared , known to me to be the
identical person who executed the within and foregoing document, and acknowledged to me that he executed the same in his authorized capacity on behalf of Addison Beltway Joint Venture
One, a joint venture, and that by his signature on the instrument, Addison Beltway Joint Venture One, executed the instrument for the purposes and consideration expressed therein. .
. GIVEN UNDER my hand and seal ofoffice the day and year last above written. MY COMMISSION EXPIRES: [SEAL] 2 
TOWN OF ADDISON, TEXAS "EXBmIT A" FIELD NOTE DESCRIPTION FOR TEMPORARY CONSTRUCTION EASEMENT ON ADDISON BELTWAY JOINT VENTURE ONE BEING temporary construction easement a in the W.H.
Witt Survey; Abstract No. 1609, Dallas County, Texas and being on part of Lots 1 (0.5187 acres) and 3 (1.152 acres) of the Goff Addition, an Addition in the Town OfAddison filed for
record in Volume 80005, Page 3044 of the Deed Records of Dallas County, Texas, said Lots 1 and 3 being conveyed to Addison Beltway Joint Venture One by a deed filed for record in Volume
84005, Page 6871, of'the Deed Records of Dallas County, Texas, said temporary construction easement being more particularly described as follows: 􀁂􀁅􀁇􀁾􀁇 at a point at the southeast
corner of said Lot 3 and the northeast corner of said Lot 1, said point being in the west right-of-way ofMidway Road (a variable width right-of-way), said point also being N 4'12'43"
E, 99.01 feet from an X found cut in concrete in said west right-of-way of said Midway Road, said X being at a point of curvature of a curve to the right in said west right-of-way of
said Midway Road, said curve having a radius of 66.50 feet and a chord bearing S 45'13'33" W, a distance of93.62 feet; THENCE S 8°56'00" W, along the east line of said Lot 1 and said
west right-of-way of said Midway Road for a distance of 18.52 feet to a point for corner; THENCE N 87'02'30" W, a distance of23.38 feet to a point for corner; THENCE N 38'25'07" W, a
distance of 12.88 feet to a point for corner; THENCE N 26"00'47" W, a distance of 12.58 feet to point for a corner; THENCE N 43'53'21" W, a distance of28.55 feet to a point for corner;
THENCE N 17'53'23" E, a distance of29.41 feet to point for a corner; THENCE N 54'10'11" E, a distance of 53.08 feet to point for a corner; THENCE N 84°51' 54" E, a distance of 32.14
feet to a point for corner, said point being in the east line of said Lot 3 and in said west right-of-way of said Midway Road; THENCE S 10°44'34" W, along said east line of said Lot
3 and said west right-of-way of said Midway Road, a distance of 15.30 feet to an X found cut in concrete for a corner; THENCE S 18'37'20" W, along said east line of said Lot 3 and said
west right-of-way of said Midway Road, a distance of61.09 feet to a point for corner; THENCE S 8'56'00" W, along said east line of said Lot 3 and said west right-of-way of said Midway
Road for a distance of 14.07 feet to the Point ofBeginning and containing 5,205.46 square feet (0.1195 acres) of land. 
---------------------, N 26'00'47" W 12.58' \ 􀁾􀀠 5,205.46 SO. fT. _ \ O. 1195 ACRES POINT OF S 8'56'00" W 14.07' /; SCALE: 1"=30' LOT 1 0.5187 AC. N 43'53'21" W -28.55' I 􀁾􀁎􀀠1753'23"
E -29.41' 1.152 AC. ;'":: '" 'z"' -<5, I N 54'10'11" E -53.08' S a. I 0'" « Cl U1 .« W'" W o 0 a::: 0 rN 84'51'54" E -32.14' '" w I z 0 'X' FOUND CUT 0 0 -1 IN CONC. N I Z I 0 􀁾􀀠 !Q
W 0 '""" en .t.i..l L10'44:]4" 􀀺􀁾􀁾􀀭􀀭􀀭􀁊 '-' BEGINNING w 0 􀁾􀀠 a: a. :i:' MIDWAY ROAD 0 . ',: L '-"" '! 􀁾􀀠 « '-' U1 --' "EXHIBIT B" I ii I 0 .''.""., /􀀭􀀭􀁧􀁾 0 W.H. WITT SURVEY
ABST. NO. 1609 LOT LINE GOFF ADDITION VOL. 80005, PG. 3044 ADDISON BELTWAY JOINT VENTURE ONE VOL. 84005, PG. 6871 LOT 3 TOWN OF ADDISON, TEXAS ADDISON BEL1WAY JOINT VENTURE ONE BELT
LINE RD. TO CENTURION WAY . -"-TEMPORARY CONSTRUCTION EASEMENT SHIMEK. JACOBS &: FINKLEA. LLP. MARCH 2001 CONSULTING ENGINEERS 8333 Douglos Ave., Ste. 820 Oallos, TX 75225 PLAT-ADDBELT
(214) 361-7900 􀁾􀀠 $: Z o a::: ::::l I Z W o .... 
TOWN OF ADDISoN PUBLIC WORKS To: Mr. John Birkhoff, P.E. From: Steven Z. Chutchian, P.E. Assistant City Engineer Company: Shimek, Jacobs & Finklea Phone: 972/450-2886 FAX: 972/450-2837
FAX #: 214-361-0204 schutchian@ci.addison.tx.us 􀁄􀁡􀁴􀁥􀀺􀁟􀁾􀁆􀁾􀁥􀁢􀁾􀁲􀁵􀁾􀁡􀁾􀁲􀁶􀀮􀁺􀀮􀀮􀀮􀀮􀀺􀀺􀀺􀀺􀀸􀀮􀀲􀀮􀀮􀀮􀀰􀀧􀀲􀀺􀀺􀀮􀀻􀀰􀀺􀀺􀀮􀀮􀀺􀀰􀁾􀀱􀀬􀀭􀀭 16801 Westgrove Drive P.O.Box
9010 # of pages (including 􀁣􀁯􀁶􀁥􀁲􀀩􀀺􀁟􀁾􀀶__ Addison, TX 75001-9010 Re: Property Description for Proposed Drive Improvements on Midway Rd. @Belt Line Rd. D Original in mail D Per
your request DFYI Call me Comments: John -Mr. Su fuxed "befure taking" & "After taking" descriptions ofthe property for our use in preparing a document for obtaining a telI!Porary construction
easement. 00 are ready to sign ASAP and get this work underway. Your timely preparation ofthe easement description and map. & drawings and specs. for bidding is greatly appreciated.
Ifyou need additional information. please let me koow. Steve Chutchian. 
􀁆􀁾􀁂􀀭􀁡􀁂􀀭􀀰􀀱􀀠 02:54 PM SUSCO INVESTMENT 97293161ge p.el SUSCO INVESTMENTS POBox 962 16601 Addison Rd StdJ01 AddilWtI, TX75001 Addison,. TX 73001 Tel: (912)931·6199 Far: 􀀨􀁾􀀷􀀷􀀩􀀹􀀳􀀱􀀭􀀶􀀱�
�􀀰􀀠 FAX TRANSMISSION COVER LETTER DATE: 2/07/01 SUBJECT: Property located at 4151 & 4191 Bellline Rd, Addison, Texas 75001 TO: Jim Wilson COMPANY: Public Works Dept, ToWll ofAddison
FAX #: 972-450-2837 TEL #: FROM: ShiawY. Su Attached is the legal description ofthe above referenced property. There are two parts: 1. Legal description for the entire property before
DART's take away. 2. Legal description forthe portion ofthe DART's take away. Please call me ifyou have any questions. WE ARE TRANSMI11lNG f PAGE(S) INCLUDING THIS COVER LEITER 
97.29316190 P .. @2 'EXHIBIT "A" BRUIG all of .J.ol:8 '1',.2 .and 3 of GOFF ADDInOR, ..an addi1:ion to the Cl1:y of Addison, DaUaa County. 'Te:&48, as recorded 1:0 VolUllll! 80005 at
page 3044 of the Deed Records of Dallaa Count,..--'l'uasi and-bdDJr'IllOre part!.culsdy "Clncrlbed-.as -£011_, 􀀭􀀮􀁾􀀬􀀭 BEClNII'iNG at an irou rod set for corner at the BOutherDlllost
cornet of a corner cllt-off at the preseDt: 1:otersectioD of the wes1: right-of-vay lille of Kid..ay Road (a 100 foot 􀀩􀀡􀀬􀁾􀁏􀀮􀁬􀁬􀀮􀀩􀀠 with the north right-of-way of Belt Line
Road (a 100 foot R.O.ll.); TBENCI! !I 89·Sl'SS" V aloll& the Dorth ,Iille of Belt Lille Road a disl:8nce of 224.52 feet to a cross cut for COrDer at the southeast cOrDer of lot 3, smtVEYoa
ADDInON. ADDISON VEST IJIDUSIRIAL PAllJt. an additioD to the City of Addisou, TUlis. as recorded ill Vol_ 71173 81: page 0135 of the Deed lIecords of Dallas County. Tezas; TBENCE!I 00·08'OS"
E a1o11& the east 11:oe of said lot 3 a dist:ant:e of.3S0.00 feet to a found lron rod for corner in the south line of Centurion Vay (a 60 foot rightof-way). . TBENCE S 89*51' 55" E along
the south 11ne of said CeDturion Way a distance of 291.26 feet to.a cross cut for corner at tlle iIItersectlon of the south liDe of said Centurion Vay and the west line of Kidvay Ilead:
nlEllCE S 11*lS'4S" 101 along the vest line of said Kiclway Road a distance of 95.62 feet to a cross cut for COrDer at the beg1mliDg of a curve to the left haviIIB a cO!ntral angle of
11-44'20" and a radioa of 1004.93 feet; TBENCE ill a 'southerly direction along sald curve and aloug the vest line of Midway Road a distaDce of 205.89 feet to an iron rod set for corner
at the end of sald curve. TBENCE S 00·28'3S" E aloog the west line of sald Kiclway Rosd a dlstance of 21.51 feet to an iron rod set for corner at·the northerDlllOst corner of a corner
cllt-off: THENCE S 44°49'45" 101 with said cutoff line a distance of 42.20 feet to the POINT OF BEGINNING, contalning 92,294.6 square feet or 2.1188 acrea of land and beiq 8Ub'ect to
aD1 easementa and rights-of-way of record. also beingdeacribed as LoU 1. 2 and 3 of GOFF ADDITION. an Addltion to the Clty of Addison. Texaa. according to the Revised Hap thereof. Tecorded
-:in Vp11.DD8 80005. Page 3044. Deed Records of Dallaa Count1. Texas. 
FFB-0S-01 02:55 PM SUSCO INVESTMENT 9729316199 . , TOWN OF ADDISON 81'11C1AL WARRANTY DE£!) !i!U.1!!!981 BTATE OF TEKAS I Illi!IIi IIIt4 IIl'IW 115.00 COUNTY Of DAUA8 . I KNOW ALl. MEN
IY THED PIlI!SENTI: 1IIAT ADDISDN BELTWAY JOINT veNTURI! OIl£. 110",._ "","od GRANTOR. whother on. Of •••.,.,. of til, C".I'/of 􀁄􀁾􀁉... 61010 of 1"".., lor ,00 In .on.Id .... 1Ion
01 11\0 .um of leN AND NDJ100 DOUMS lal0,00) and other 900II 000 valueble conllldetallon to GIIANTOR In lIo.d psld by too Town of Add"o •• T...., tha -"'I and euHl,ltnoy of whiCh 18
h...by oollnowlod9fd and ...,....d. hove GRANTED, SOLD end 􀁃􀁏􀁎􀁖􀁥􀁶􀁾􀁰􀀬􀀠end do by 111... pmon,. GRANT, SELl .nd 􀁃􀁏􀁎􀁖􀁾 unlo th. Town 0' Addleo. "'. fo/lowlng daaedbfd; trae1
or palCD' of land slWatod in the Town of AddlsQn. TaXA8 and btfng more pertieu!.,1y dnCribtd oe follow': BEINO 0,0864 .or ••f I.nd, mora or "'.....lusted I. the W. H, Witt Survey, Abslnct
No.160SIn the Town of AddI$OA. Oallu CWnty, Tmtt. and bern" part of Lots ,. 2 end 3 of Gott Addition, In aikfitlon to 1he lowi'! of Addi50n o. 'howll on plat recorded In Volume 􀀸􀀰􀀰􀀰􀀦􀁾􀀠Peg.
3044 of the Dud RIlt:O'tol of Done. County, Texas, .nd being a pert of thel traet 01 tAnI:i conveyed ti> Addieon Beltway Joln1 Venture One H avldenced bv doed fBCcudad In Volume 84006.
Pql U71 of ..,d D.ad R••OOls and being _. palllcul81ly d"c,lb.d by metes end bounds as folfaws: COMMENCING a; tl10 northwest corner of lot 2; THENce Sou1h 00 dagrllB8 09 mlnutos 03 ".oond,
Wett. etono the welt line of Lo,2, • di".""" .f 188.59 , ••1.0 0 l\' iton rod withe"" ",,,,,,.d ABM ... for th. FIlM OF IlEGINNING In tho propos.d northerly rlghl·ol-way line 01 􀁂􀀮􀁾􀀠
Un. Road: (1) THENCE. .'.ng ••Id propooad northerly line, N""h 8e dlll'••' 4S mlnUIH 57._. E.". dl..._ 01 80.09 f••• '0 a Ii" kon rod with c.p I1l8rk.ed A8M .aI for on anglo point; (21
THENCe North 88 deer..s 68 min.... 14 ....ndo EoO!, c.otlnulng elong ••ld INI a distance of 114,76 foot to an "I(" cut fn concrtte .at fOf' til' beglnnin9 01 a curve to the left havIng
6 radio. Qf 88.150 fett; 131 THENCE atoo; said o.'v', .hrough •••ntrelll1gl. 01 89 degre •• 2B mlnutu 1 9 ttconde. an ..e df!1.nce of 103.86 fea, (chord baet. North 4& dUll"" 13 mlnUl••
33 ....ndo Ea,t and I. 93,82 I••t I. length! to In "x" cut In C'oncra1a 1Ie1 at tha end of said ourve; f4! THENCE, ",,"Iinulflll along ooid lino, North 02 daB".' 32 mlnut•• 37 seconda
Eest /I diitunee ot 73.23 'eft to' an "x· cut in conerlt. $$1 tot cornel; 'OWN Qf 􀀢􀁄􀀱􀁘􀀡􀁏􀁈􀀬􀀢􀁥􀁦􀀮􀁾 '!'tiM""" tM'fO "*I 1'\U'l\NlUO,WI'O ... --..............._-,----------,-"
_..--"-_.----.----
􀁆􀁅􀁂􀀭􀀰􀁂􀁾􀁥􀀱􀀠 02:56 PM SUSCO INVESTMENT 9729316.190 􀁰􀁾􀁥􀀴􀀠 161 THENCE, • ..,!l!IUlng 81.ng .lIid lin•• NofIh 08 dogr"e 58 mIMe. 00 88COnd. Eut • dl'tffnce of 39.99 feet to
on "X• cut In conCrete ,et for corn1M'; 181 THENCE. conUnuing eking .old lin•• North 18 dogr... 37 mlllut" 20 _COMa Ellst II distance of 61.09 feat 10 In "'itlf cut '" concrete ••t In
!h••"",Ing oKllllng .... et rlght-of·way lin. 01 M1dwav flood; 171 THENCE .Ion; ••Id cur.e to tho laft hayln; e , ••1.5 ., 1004.93 fe.l. tIl,ough 0 ,.nvol engl, of 10 cIeOtO.. <Ie mlnuto'
29 aacond., en .e dleton•• of 188.96 , ••• Ichord bo,. South 04 d,g"" 52 mlnutoe 48 '8conda 1Nnt and ia 186.70 feet in laneth) to Ihe end of ••id curve: (8/THENCE elong ..Id Uno Swill
00 d"ll'.'" 30 mlnul.. 29 ....nde eaa, I.r a dl'tanc. 01 21.51 I..t 10 .h. north ond of • c.lbll()K l1li. to tile l'Iolth rlght--of·way line of 9mt line Road; (91 THENCe. liong said
II••• SOulll 44 d'G'''' 60 m1nlllOo 26 ••cond. W.al a dlOI"""O 0142.41 t••, I''''' .ou!h ond of oold line In tho nor1h line 01 Solt lint R••d: flOI THENCe. oIona _lin•• 􀁾􀁯􀁮􀁨􀀠89
deQlO" 61 mlnutee n ••cond. West • ettstenos of 224.52 'mu to th" aoulhweat comer of Lot 2; n11 THENCE, OIona the _. lilI. 01 Lot 2, NofIh 00 dOllf.'. OS mInUl., 03 ..cond. ht! • dletlnco
.f 1.281"1 t. ,he POINT OF 8EGlNNlNG and conta}nlng 3720 square feet or 0.0654 acte of land, more or teSI. Thla convav*,ce: I. Qlvtn and accepted ttibjaet to anv Ind.1 f&wlatlona, reservations.,
􀁣􀁯􀁶􀁥􀁮􀁄􀁮􀁴􀁳􀁾􀀠condltk)na, end eaaaman,., If any, of record in Real Prop&l1y R#Oords of SlId County. tlffec.ins the herein described property. TO HAVE AND TO HOUI,ho .bov. d'8"lbed
premia.., 1000II1har with all and "ngolar the rla* end t\endh:!lmanll thtrfilMO In anywlsa belono1ng unto the aufd Town of Addison, ItI IUCClaeOtf end III.fgnl: And GIIANTOR h...by bInd.
IIIm..Wand hi. holre. o...utoro. and .dmlnll"i!"" t. war,en! nnd .Fend tbe rfghlllllnd tftle to laId ;nMnlm unto the uld Town of Add16an egoln;t avery Phon whom•••"", lawllAly cI.lmlng
lmlng 01 to ".Im th. oomo .r anv plll1 Iho,eof. by. ttlrough II.nd under Cilentor. but nDt othe,WSse .ubflle110 tha fkCeptlona atBttd above. IXECUnDlhi. Mth davo! 􀁾 ,!G99. ADDISON SalWAY
T VENTURE ONE IGr.n,.rl -Chw,f<, Hue.,. Co-Tru.t•• rOWi<(!iI At'IG$UIW 􀀧􀀧􀀧􀀧􀁃􀁾􀁉􀀠􀁗􀁁􀁬􀁕􀁬􀁾 l!UO:· I'JOIt' 􀀡􀁜􀀮􀁉􀁏􀁨􀀲􀀧􀁜􀁬􀁕􀁯􀀮􀀮􀁾􀀱􀀩􀀠
FEB-ae-a1 B2:56 PM SUSCO INVESTMENT 97:2931619a 􀁐􀁾􀀰􀀵􀀠 .. ACKNOWlEQQEMeNUi STATEOF 'ay.af I COUNTY OF AoUKL;< I .... BEFORE filE, a Notary Public In and fo, ••id county IIId atal••
on thl • ..1!th dtly of :eJ.e 􀂫􀀧􀁾􀀠 .ut&9, perlonBtlv eppo,arod Shllw Y. SU, CO'TJt1818•• 01 Addison BoJlWay Jcln-1 ura One. known to me to be the IdanUcet "afton whQ exeouted the
within end foregoing document and IC!«1G'f\1edged to me that he executed eama as his frf8 and ""Iunlery .el and deed, and lb. Ir•• end v.luntary .O' ••d dead of Addison ealtwaV JOint
Vontur, 0,... for the uu. lind ptlrpo$8e thsreln lOt forth.. GillEN undo, my ""nd and 0..10' offl.e tna day ond \""" 10" obov. wriH.... Notary Public In and 1M lhe Stata of r.xos rSEAl:
.STAT!: OF 􀁐􀁦􀁩􀁗􀀮􀀺􀁬􀀡􀁵􀁾... n i COUNTY OF 􀀡􀀺􀁴􀁲􀁻􀁾􀀯􀀬􀁴􀀡􀁍􀀢􀀠I 'f" BEFOIIE ME•• Nolary Public In and I., .old c.untv and I ••te, .n .hlt ...Ji. dey .f Itbf"ll-"::t • 188&,
peF'flonally appS8f'H Chau·F, HUlng, Co-Trume, of Addison eeliW8Y JoInt Vanture One. known 10 ma to to be tM idantlcol 􀁾􀁦􀁃􀁯􀁮􀀠who Il(ecuted the wlthm ertd fOfGgoJng ciocumanc end
acknoWledged to.me that he tlg:CtIled ISMe 8$ hit frve and vQlontery let end dtled••nd tho he. and vQluntury '0' IIIld do.. 0/Addle.n BaitWIly Joint Venture One, hu the USG. end PUlPOS8S
therein Nt forth. Not8ry Public In end f.l tho State of 􀁾􀁐􀀧􀁍􀀧􀁹􀁬􀁬􀁊 ... 􀁾􀁩􀀴􀂷􀀠 (SEALI rownOF AOOlfiI)'fVlCIM WAMA/r(!'t (lno· 􀁾 􀁾􀀠 r\llll1h.1i.IHtUYf) • -_.-.-. -
SHIMEK, JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS 8333 Douglas Avenue, #820 Dallas, Texas 75225-5816 Fax (214) 361-0204 Phone (214) 361-7900 RONALD V. CONWAY, P.E. JOHN W. BlRKHOFF,
P.E. JOE R. CARTER, P.E. GARY C. HENDRICKS, P.E. PAUL A. CARLINE, P.E. MATI HICKEY, P.E. May 3, 2001 ROSS L. JACOBS, P,E. I. C. FINKLEA. P.E. Mr. Steven Z. Chutchian, P.E. Assistant
City Engineer P. O. Box 9010 Addison, Texas 75001-9010 Re: Driveway Improvements Be1tline at Midway Dear Mr. Chutchian: We are enclosing one set of[mal plans and specifications for the
Driveway Improvements at Beltline and Midway, for your review. Once you have completed your review, please notify us of any concerns or the acceptability of the documents. Once we have
received direction from you, we will print the documents and have them delivered to the Finance Department for distribution. We are available at your convenience to discuss any questions
you may have. Sincerely, 􀀹􀁾􀀱􀁊􀀱􀀶􀁾􀁊􀀩􀀯􀀱􀁉􀀠 John W. Birkhoff, P.E. Enclosure 
TEMPORARY CONSTRUCTION EASEMENT STATE OF TEXAS § § .KNOW ALL MEN BY THESE PRESENTS COUNTY OF DALLAS § THAT ADDISON BELTWAY JOINT VENTURE ONE, a joint venture, organized and existing
under the laws ofthe State of Texas, hereinafter called GRANTOR of the County of Dallas, State of Texas, for and in consideration of the sum of ONE DOLLAR ($1.00) and other good and
valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does by these presents grant, sell and convey to the Town of Addison, hereinafter called GRANTEE
of the County of Dallas and State of Texas, a temporary easement and right to pass over, along, under and across a portion (the "Easement Area") of GRANTOR'S property, which easement
and right of passage is shown and depicted on Exhibit B, attached to and incorporated herein, for the purpose of constructing, reconstructing or otherwise improving Midway Road, including
(without limitation) driveway construction or improvement in connection therewith. The Easement Area is described as follows: See attached Exhibit A (Field Note Description) which is
made a part of this easement as if fully copied herein. This temporary easement shall terminate 12 months from the date of execution or upon completion of construction, whichever is
earlier. TO HAVE AND TO HOLD unto the Town of Addison, Texas as aforesaid, for the purposes and on the conditions set forth hereinabove, the easement and Easement Area described above.
Grantor binds Grantor and Grantor's heirs, executors, administrators, and successors to warrant and defend all and singular the Easement Area to Grantee for the duration and purposes
set out herein against every person whomsoever lawfully claiming or to claim the same or any part thereof. EXECUTED this ·Z--7r* day of 1Ipr,'I ,2001. GRANTOR ADDISON BELTWAY JOINT VENTURE
ONE By: s,<. '-Z2 􀁾􀀠 Title: b?aq /';'7 􀁏􀁕􀀭􀀾􀁾􀀠 1 􀁄􀁯􀁣􀁵􀁭􀁥􀁮􀁴􀁾􀀺􀀠947465 
STATE OF TEXAS § COUNTY OF DALLAS § BEFORE ME, the undersigned notary public in and fqr said county and 􀁾􀁴􀁡􀁴􀁥􀀬􀀠on this cR1tLdayof A.tif"l \ ' 2001, persOnally appeared Shiaw Y.
Su, 11anagrng Truste!l known to me to be e Identical person who executed the Wlthin and foregomg document, and acknowledged to me that he executed the same in his authorized capacity
on behalf of Addison Beltway Joint Venture One, a joint venture, and that by his signature on the instrument, Addison Beltway Joint Venture One, executed the instrument for the purposes
and consideration expressed therein. GIVEN UNDER my hand and seal ofoffice the day and year last above written. 􀁃􀁡􀁍􀁊􀁩􀁑􀁾􀁢􀀣 CANIu.E PARKER MY COMMISSION IOO'IRES g-15-Zco<.\ 2

TOWN OF ADDISON, TEXAS "EXHIBIT A" FIELD NOTE DESCRIPTION FOR TEMPORARY CONSTRUCTION EASEMENT ON ADDISON BELTWAY JOINT VENTURE ONE BEING temporary construction easement a in the W.H.
Witt Survey, Abstract No. 1609, Dallas County, Texas and being on part of Lots I (0.5187 acres) and 3 (1.152 acres) of the Goff Addition, an Addition in the Town Of Addison filed for
record in Volume 80005, Page 3044 ofthe Deed Records ofDallas County, Texas, said 􀁌􀁯􀁾􀀠1 and 3 being conveyed to Addison Beltway Joint Venture One by a deed filed for record in Volume
84005, Page 6871, of the Deed Records of Dallas County, Texas, said temporary construction easement being more particularly described as follows: BEGJ:NNI:NG at a point at the southeast
comer of said Lot 3 and the northeast comer of said Lot I, said point being in the west right-of-way of Midway Road (a variable width right-of-way), said point also being N 4412'43"
E, 99.01 feet from an X found cut in concrete in said west right-of-way of said Midway Road, said X being at a point of curvature ofa curve to the right in said west right-of-way ofsaid
Midway Road, said curve having a radius of 66.50 feet and a chord bearing S 45°13'33" W, a distance of93.62 feet; THENCE S 8°56'00" W, along the east line of said Lot 1 and said west
right-of-way of said Midway Road for a distance of 18.52 feet to a point for comer; THENCE N 87°02'30" W, a distance of23.38 feet to a point for comer; THENCEN 38°25'07" W, a distance
of 12.88 feet to a point for comer; THENCE N 26400'47" W, a distance of12.58 feetto point for a comer; THENCE N 43°53 '21" W, a distance of28.55 feet to a point for comer; THENCE N 17'53
'23" E, a distance of29.41 feet to point for a comer; THENCE N 54°10'11" E, a distance of 53.08 feet to point for a comer; THENCE N 84°51 '54" E. a distance of 32.14 feet to a point
for comer, said point being in the east line of said Lot 3 and in said west right-of-way of said Midway Road; 1HENCE S 10°44'34" W, along said east line of said Lot 3 and said west right-of-way
of said Midway Road, a distance of 15.30 feet to an X found cut in concrete for a corner; THENCE S 18"37'20" W, along said east line of said Lot 3 and said west right-of-way of said
Midway Road, a distance of 61.09 feet to a point for corner; 1HENCE S 8°56'00" W, along said east line of said Lot 3 and said west right-of-way ofsaid Midway Road for a distance of 14.07
feet to the Point ofBeginning and containing 5,205.46 square feet (0.1195 acres) of land. H:\projeclS\addison\2000 190\esmt-doc\jointv 
-. --," 􀁾􀁰􀀧􀀠-' " ' ' -'. ! -\ /, . 􀀮􀀧􀁾􀀮􀀠 W.H. WITT SURVEY SCALE:1"=30' ASST. NO. 1609 LOT LINE GOFF ADDITION ... ;-,. ' VOL 80005. PG. 3044 LOT 1 ADDISON BELTWAY JOINT VENTURE
ONE 0.5187 AC. VOL 84005, PG. 6871 LOT 3 1.152 AC. f,1 \ 0 ...: \ z a-, -53.08' I :5 ""' 􀁾.. 􀁾􀀠, .......􀀻􀁾􀀧􀁬􀁧􀁾􀁄􀁬􀁃􀁕􀁔􀀠 , I CJ 0 < Cl '0" .<C "' 0 '0" 0::: '" w -32.14' 0
, z 0 N 43'53'2,· W -28.SS' I N 26'00'41" W -12.58' 􀁾l\ 5,205.46 So. FT. _ \ 0.1195 ACRES N 38"25'01" W -12.88' N 87"02'30· W -􀀲􀀳􀀮􀀳􀀸􀁾 􀁾􀀭􀀭􀀭􀀭􀀢􀁬􀀻􀀺􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁟􀁑􀁾􀀭􀀭􀁾􀀭􀀭􀁟􀁾􀁾􀁾
􀁟􀀮_________ N 41243 E -99,QI.-------__ '---S 8'56'00· W -14.07' /N 54'10'11» E rN 84"51'5or E IN CONe. .: 􀁾􀀠 " 'x' FOUND CUT 0 ::::i "'" I z 0 􀁾􀀠 '" W :'"5 CD < :/) L 􀀱􀀰􀀧􀀴􀀴􀁾􀀣􀀠􀀺􀁾􀀭􀀻􀀻
􀀻􀀭􀀭􀀭􀁾􀀠I ,"'-'' ::> 'l". :i:' .--MIDWAY ROAD ".., II 􀁾􀀠 TOWN OF ADDISON, TEXAS ;;;! -r.' ADDISON BELTWAY JOINT VENTURE ONE BELT UNE RD. TO CENTURION WAY J Ii "EXHIBIT B" :i! TEMPORARY
CONSTRUCTION EASEMENT -SHIMEK. JACOOS & RNKJ.£A. LLP. MARCH 2001 􀁾􀀠 CONSULTING ENGINEERS ' 8333 OouglQS Ave•• Ste. 820 ::..: /-------..£...m. Dallas, 1)( 75225 PLAT-ADOBElT ::! (214)
361-7900 ". . , _ •• ______ __W" ___ • __ ,.___􀁾􀀮__􀁾􀁾􀁾􀁟••••_ "_w__._ " ______,.." 
PUBLIC WORKS DEPARTMENT (972) 450-2l.l71 16801 Weslgrov6 May 1. 2001 Mr. Shiaw Y. Su SUSCO INVESTMENTS 16601 Addison Rd.. Suite 107 Addison, Texas 75001 Re: Driveway Improvements on
Midway Rd. at Belt Line Road Dear Mr. Su: As we previously discussed, the Town ofAddison will be responsible for the replacement ofany landscaping that is damagedby our contractor during the construction ofproposed driveway improvements on Midway Rd. and Belt Line Rd. We anticipate bid advertisement to begin in mid-May 2001 and construction to
be iuitiated in July 2001. Should you have any questions. please contact me at 972-450-2886. Sincerely, 􀁁􀁪􀁾􀀠 Steven Z. Chutchian, P.E. Assistant City Engineer Cc: Mike Murphy, P.E.,
Director ofPublic Works r1ll1 Pierce, P.E., Assistant Director ofPublic Works 
COWLES &THOMPSON A Professional Corporation ATTORNEYS AND COUNSELORS ANGELA K. WASHINGTON 214.612..2144 AWASHINGTON@COWLESTHOMPSON.COM April 20, 2001 Mr. Steve Chutcman Town ofAddison
P.O. Box 9010 Addison, TX 75001-9010 RE: Town of Addison Dear Steve: Enclosed is the Temporary Constmction Easement for the Addison Beltway Joint Venture One . property. Please note
that the field note description should be labeled "Exhibit A" and the survey depiction should be labeled "Exhibit B." Ifyou have any questions, please give me a call. Sincerely, Angela
K. Washington AKW/yjr Enclosure c: Ken C. Dippel, w/firm John M. Hill, w/firm 901 MAIN STREET SUITE 4000 DALLAS, TEXAS 75202·3793 DALLAS T Y L E R McKINNEY TEL 214.67;2,;2000 FAX 214.672.2020

SIDMEK, JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS 8333 Douglas Avenue, #820 Dallas, Texas 75225-5816 Fax (214) 361-0204 Phone (214) 361-7900 RONALDV. CQNWAY,P.E, JOHN W, BIRKHOFF.
P.E. JOE R CARTER. P.E. GARY C. HENDRlCKS, P.E. PAUL A, CARLINE, P.E. MATT HlCKEY, P.E March 30, 2001 ROSS L, JACOBS, P.E. 1. C. FINKLEA, P,E. Mr. Steven Z. Chutchian, P.E. Assistant
City Engineer Town ofAddison Post Office Box 9010 Addison, Texas 75001·9010 Re: Driveway at BeltIine and Midway Dear Mr. Chutchian: We are enclosing two copies of the field note description
and plat for the temporary construction easement across the Addison Beltway Joint Venture tract. This temporary construction easement is for construction of driveway improvements. We
are available at your convenience to discuss any questions you may have with the status ofthis project. Sincerely, 􀁑􀁊􀁾􀀰􀁾􀀠 John W. Birkhoff, P.E. Enclosures 
TOWN OF ADDISON PAYMENT AUTHORIZATION MEMO DAle, Chook$ 2, 1'/-'/, f 3 .¥#""... Vendor No;' Vendor Name 5ff("1 El;. ;< 4:Address g'333 At-e, I #J'2.0 ;< • T/I Cq Sr ":, FIIV/CE'A! L,
L, f'. Address Address Zip Code TOTAL 2. I /4f. f 3, EXPLANATION Dg lire: itA"t I Art f?["t?t--e 4--..£ /t--TS. (),1,.-􀁾􀁬 1) 4--Ay 12 Of &13T:'L:.T L IrE P--J? ( : f)BI Ifill. :' '
Finance 
SHIMEK, JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS B333 Douglas Avenue, #820 Dallas, Texas 75225·5816 Fax (214) 361·0204 Phone (214) 361-7900 Town of Addison Date: February 23, 2001
Post Office Box 9010 Addison, Texas 75001-9010 Attention: Mr. Steve Chutchian Statement No. 2000190 (122) Services through January 31, 2001, in connection with driveway improvements
off Midway Road, just north of Beltline Road Time of Personnel: Engineer 6.0 Hrs. $ 866.23 AutoCAD Tech I 15.5 Hrs. 1.283.70 $ 2,149,93 ========= Previous Billings $ 440.00 Current Billing
2.149.93 Total $ 2,589.93 
PUBLIC WORKS DEPARTMENT (972) 450-2871 Poat Office Box 9010 Addison. Texas 75001-9010 16801 W""grove February 8, 2001 Mr. John Birkhoff; P.E. Shimek, Jacobs & Finklea, L.L.P. 8333 Douglas
Avenue, Suite 820 Dallas, Texas 75225 Re: Driveway Improvements at Midway Rd. and Belt Line Rd. Dear John: Our staffmet at the above-mentioned site on February 7, 2001 to discuss the
proposed driveway improvements and general project scope with the affected property owner. The owner, Mr. Su, concurred with the schematic drawing you submitted to the Town, with the
following cIarifications to a subsequent design: a The proposed pavement should be placed on a 14" per ft. slope. b. The Town ofAddison will require written authorization from the owner
to perform the proposed improvements within a temporary construction easement. c. The engioeer will prepare final drawings and specifications for bidding the project. Please accept this
correspondence as your authorization to proceed with final design and preparation ofa temporary construction easement. Should you have any questions, please let me know. Sincerely, Steve
Chutchian, P.E. Assistant City Engineer Cc: Mike Murphy, Director of Public Works Jim Pierce, Assistant Director of Public Works Jim WIlson, Project Engineer 
41 HP LaserJet 3200se TOALASERJET 3200 invent 9724502837 FEll-8-2001 16: 21 Fax Call Report Job Date Time Type Identification Duration Pages Result 21 8/2001 16:20:52 Send 92143610204
0:46 1 OK FeMwyB.2001 Mr. 􀁊􀁯􀁢􀁮􀁂􀁩􀁲􀁫􀁨􀁯􀁾􀀠P,E, Shimek, Jambs: &; FI!lkiea, L.L.P. Slll Dou.IIasAvenue. S.82U: DsllaJ. T_15225 k 􀁄􀁲􀁩􀁾 hllj'lrovmm,m Midway Rd. SAi!k1t 􀁾 Rd,
Our stdO'll\t,U tbcabove-l'llIrn1ioocd !I'i1cunFWnwy 1. 200t to 􀁾tli;' p1UpI»I:d 􀁤􀁲􀁩􀁶􀁥􀁷􀁡􀁙􀁾􀁉􀁉􀁕􀁍􀁤􀁾􀁰􀂫􀁉􀁪􀁣􀁥􀁦􀁬􀁬􀁬􀀡􀁡􀁰􀁴􀁜􀁬􀁲􀁴􀁩􀁬􀀮􀁨􀁷􀁡􀁩􀁦􀁴􀀺􀀬􀀺􀁬􀁴􀁤􀁾􀁏􀁜􀁜􀀱􀀧􀁬􀁴􀁸􀀮�
�'l'he Q'oVI'lI:'f, Mr. Su, «Irt:1.I.m:d wilhtho lICliematcdmwiog: you rubmltttd to the Town. with !.be ro!.!owing t;lui.t\cetions to 0 􀀱􀁕􀁾􀁮􀀱􀁾􀀠 a. The propr>#d paven:cmt *,u1d
lit pl!ICtd on II \4" pet t\, 1OOpe. D, The Town ofAddLs:l1I will rcquln:: writlt..O.llUl.bori%alicn Emrn the 􀁾10 pedormtbe proposed 􀁾within a 􀁬􀁥􀁭􀁰􀁯􀁲􀁡􀁲􀁹􀁾 -, c.. The ensincef
will prepm liM! dr/lwb:!,ss IUld !ipi!ci.licaliOns iOr biddlng the prop!. Plo::aw 6CCqlt this rormpol:'ldenee as )'Our lutbomllon 10 protctd wkh final detign and ptepartt1i.ln ofl'l
ttmpOl'IlIY 􀁃􀂻􀀱􀁬􀀤􀁷􀁣􀁈􀁯􀁮􀁾􀀮􀀠 Sbo1l.kf)'tlll have AnY quc.st!oos. pl.ea.M Jel me know. Sincerely, 􀁦􀁯􀀭􀁾􀁾􀀠 SteveCbutcbian., P,E. AuistI.nt City Engillec:r Cc; MlkcMwpby.Diree1orofPubticW
orn fnn Pime, AMl.9r.ttAt Oimet<or oCPublic Works J1m wu.m.""'iO'!_ 
SHIMEK, JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS 8333 Douglas Avenue, #820 Dallas, Texas 75225-5816 Fax (214) 361-0204 Phone (214) 361-7900 RONALD v, CONWAY. P,E. JOHN w. BIRKHOFF.
P,E. JOE R. CARTER. P.E. GARY C. HENDRICKS. P.Eo PAUL A, CARLINE, P.E. MAIT HICKEY. PoE. October 23, 2000 ROSS L. JACOBS. P.E. 1. C, FINKLEA, p.lS. Mr. James C. Pierce, Jr., P.E., DEE
Assistant Director ofPublic Works Town ofAddison Post Office Box 9010 Addison, Texas 7S001-901O Re: Engineering Services Agreement Driveway Study Midway at Beltline Dear Mr. Pierce:
In accordance with yo, u r request, we propose to furnish engineering services to study widening the dr. iveway approach to the busUiesse$ at the northwest comer ofthe intersection of
Beltline Road and Midway Road. Our services will incJude the following: i 􀁾􀀮􀀠 i I. Field surveYs of the shopping center and a portion ofthe Exxon Station. Field surveys will include
such 􀁤􀁥􀁴􀁡􀁩􀀱􀁾􀀠as parki¥g lot stripes and will il!clude a portion ofMidway Road. .' 2. Topographic plots 􀁾􀁬􀁬􀀠be generated of existing conditions and proposed improvement' 3.
Cross-sections of the driveway approach. 4. . Contour ofpavement with improvement. S. Quantity tltkeoff and formulation ofan opinion ofprobable construction cost. . 6. Meeting With the
staffto discuss the alternate 7. Letter rep;m summarizing the fmdings. We propose to be compensated the basis ofsalary cost times a multiplier of2.3 with expenses at invoice cost times
US. Field s1,i.rveys will compensated at $110.00 per hour. We recommend a budget of$7,SOQ.OO be established for these services.' . 
Mr. James C. Pierce, Jr., P.E., DEE Town ofAddison 10/23/00 Page 20f 2 Ifyou are in agreement with our proposal, please have one copy ofthis letter agreement executed by the Town ofAddison
and return one copy to our office. We will commence our services at your direction. Sincerely 􀁃􀀩􀁣􀂣􀁬􀁵􀀸􀁾􀀠 John W. Birkhoff, P.E. Ul<'/'Tf'lWN OF ADDISION Al Nfl.! vl By: _7"'--I----'-'--____"
. Date: _-"-""-___________􀁾___ 
__________________________ _ 􀁾􀁾􀁾􀂮􀀠 Public Works /Engineering 16801 Weslgrove • P.O. 80x 9010 Addison, Texas 75001-9010 DATE 1/-2-Z-<ra JOB NO. ATTENTION RE Telephone: 1972) 450-2871
• Fax: 1972)450-2837 GENTLEMAN: WE ARE SENDING YOU 􀁾􀁨􀁥􀁤􀀠 o Under separate cover via ______the following items: o Shop Drawings o Prints o Plans 0 Samples 0 Specifications o Copy
of letter o Change order 0 _______________ COPIES DATE NO. DESCRIPTION /􀁾􀁊 I'or £/1.-1//'1;'-1 r/􀀯􀀱􀁾􀀹􀀠 􀁾/"1//Cf<'<:: 7)-. . -w(J;;y 􀁾􀀠 A -nrd ! THESE ARE TRANSMITTED as checked
below: o F0.!:ftPproval o Approved as submitted o Resubmit ____copies for approval ol-F'Or your use o Approved as noted o Submit copies for distribution o As req uested o Returned for
corrections o Return corrected prints o For review and comment 0 o FOR BIDS DUE .,...,..._________ 19,__ o PRINTS RETURNED AFTER LOAN TO US COPY TO __􀀵􀁢􀀮 􀁤􀀺􀀺􀀺􀁬􀁾􀀽􀀺􀀺􀀮􀀮􀀮􀀮􀀱􀀻􀁊􀀻􀀰􀁾􀀽􀀺
􀀮􀀮􀀺􀁾􀀺􀀮􀀮􀀡􀀺:􀀮..:􀀽:.􀁾..:􀀭:::...__ SIGNED: 􀀭􀀭􀀭􀀭􀀬􀁌􀀴􀁾􀀧􀀤􀀺􀀮􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭 y If enclosures are not as noted, please us at once. 
HP LaserJet 3200se TOALASERJET 3200 invent 9724502837 FE8-a-2001 15:24 ---, Fax Activity Log Job Date Time Type Identification Duration Pages Result 1 21 7/2001 11:26:41 Send 99727160834
0:44 1 OK 2 21 7/2001 11:31:51 Receive 2147878626 1:21 1 OK 3 21 7/2001 11 :33:39 Recei ve 0:27 1 OK 4 21 7/2001 11:47:03 Receive 2145470163 0:29 1 OK 5 21 7/2001 11:56:45 Receive 214
6340236 1:35 3 OK 6 21 712001 12:03:21 Receive 0:40 1 OK 7 21 712001 13:05:16 Send 99727160834 0:49 1 OK 8 21 7/2001 14:57:21 Receive 9724229936 0:35 2 OK 9 21 7/2001 15:51:55 Send 99727160834
0:48 1 OK 10 21 712001 16:10:09 Receive 9722623128 0:32 1 OK 11 21 712001 16:14:21 Receive 817 831 9407 0:32 1 OK 12 21 7/2001 16:21:27 Receive 817 274 3610 0:33 1 OK 13 21 712001 16:22:52
Send 92145470163 0:00 0 Busy 14 21 712001 16:24:16 Send 92145470163 1:02 1 OK 15 21 7/2001 16:53:38 Send 99727160834 0:49 1 OK 16 21 7/2001 18:59: 15 Receive csidOO123 0:35 1 OK 17 21
B/2001 06:15:03 Receive MCC 0:52 1 OK 18 21 8/2001 08:25:45 Send 918002539602 0:00 0 8usy 19 21 8/2001 08:27:09 Send 918002539602 0:47 1 OK 20 21 BI2001 08:37:32 Send 92143733333 0:11
0 Stop 21 21 8/2001 08:38:18 Send 99723872644 2: 13 2 OK 22 21 812001 10:39:24 Send 918178319407 1:02 1 OK 23 21 BI2001 10:46:09 Receive PERRY JOHNSON 1:26 1 OK 24 21 8/Z001 11:03:15
Recei ve 0:38 0 No Fax Detected 25 ZI 8/2001 11:44:15 Send 99727160834 0:47 1 OK 26 21 812001 12:19:45 Receive 0:38 0 No Fax Detected 27 21 812001 12:30:27 Recei ve +1 (214) 638-2374
0:33 1 OK 28 21 8/2001 12:35:12 Send 99727160834 0:46 1 OK 29 21 8/2001 12:57:16 Send 918002539602 0:48 1 OK 30 21 BI2001 14:40:57 Receive 9729316190 3:08 5 OK 31 21 812001 15:09:01
Send 912143610204 0:00 0 8usy 32 21 8/2001 15:10:40 Send 912143610204 0:00 0 8usy 33 21 8/2001 15: 16: 14 Send 912143610204 0:00 0 8usy 34 21 8/2001 15:17:38 Send 92143610204 0:00 0
Busy 35 21 8/2001 15:19:02 Send 92143610204 2:16 6 OK 36 21 8/2001 15:21:48 Send 912143610204 0:14 0 Stop 
SUSCO INVESTMENTS poBox%2 16601 Ad<Ii<onRd StdII07 Addison, TX 75001 Dallas, TX 75248 rei; (971) 9J1-6199 Fax; (972) 9J1-619fJ September 14, 2000 Mr. James C. Pierce, Jr. Assistant City
Engineer, The Town ofAddison POBox 9010 Addison, Texas 75001 RE: Irrigation and landscaping damages at the Exxon Station, 4191 Beltline, Addison Dear Mr. Pierce: Thank you for kindly
returning my phone call concerning the above referenced matter on Monday, September 11, 2000. This letter is to summarize the results of our telephone conversation as follows: 1. There
was a misunderstanding with regard to the so-called "a request to repair the irrigation and replace landscaping that was affected by the construction along Midway and Belt Line Road
at the Exxon Station." as stated in your first letter dated July 28, 2000. You stated that there was no such a request received so far. 2. Theproperty owner, Addison Beltway Joint Venture
One, has not submitted any requests for damage compensation to the Town of Addison, except for the the amount as previously agreed upon in the Release agreement. 3. The "Release" as
referred in your second letter dated September 6, 2000, which shall release the Town of Addison and DART from any claims related to damage to its landscaping and sprinkler system during
the construction of the right-of-way, covers only the improvements made by the property owner. 4. Any improvements made by Exxon are Exxon's personal property and shall not be included
in the ''Release''. If any of the above understandings is incorrect, please let me know. Please also advise if the Town of Addison has made any decision with regard to the modification
of two entrances to our Center from Midway and Beltline Road. The current constructions appear to have created some traffic hazards to the motorists entering and! or leaving our Center.
Sincerely yours, .t; ShiawSu Managing Trustee, . Addison Beltway Joint Venture One CC: Mike Maya, 16110 Dallas Parkway Suite 101, Dallas, TX 75248 
_ TOWN OF ADDISON PAYMENT AUTHORIZATION MEMO DATE: Claim f# Check $ Vendor Name Address -!J333 DI!?VtfUls 􀁁􀁖􀁾􀁲􀁖􀁶􀁅,# !?20 -Address .()hL.LA-5> t TEX..4S Address Zip Code 7S22..S-Sll'1-6
TOTAL 􀁾AA􀀬r> 􀁾""􀀠 :" '.' , EXPLANATION F( 12.rT. f't+rt'lt t::/V"T ? F((l/kLEA F t?f( 􀁾Ci 􀀨􀁉􀁖􀁾 I.v-'i' P Tlf-E pel 􀁾􀀢􀀢􀀯􀀯􀁓􀁔􀁶􀁐􀀠r C'F , P R (vc4---Ay 􀀧􀁾􀀯􀁊􀀭r :; -(
. " . , , , . , ,. ;. 􀁾􀁾􀀠 Authorized Signature finance 
SHIMEK, JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS 8333 Douglas Avenue, #820 Dallas, Texas 75225-5816 Fax (214) 361-0204 Phone (214)361-7900 Town of Addison Date: January 19, 2001
Post Office Box 9010 Addison, Texas 75001-9010 Attention: Mr. Steve Chutchian Statement No. 2000190 (055) Services through December 31, 2000, in connection with driveway improvements
off Midway Road, just north of Beltline Road Time of Personnel: Survey 4.0 Hrs. $ 440.00 ========= Previous Billings Current Billing $ 0.00 440.00 Total $ 440.00 
__________________________ _ 􀁾􀁾􀁾􀁉􀁉􀀾􀀠 Public Works I Engineering 16801 Westgrove .. P.O. Box 9010 Addison, rexas 75001·9010 OATE JOB NO. ATTENTION RE: relephone: (972) 450·2871
.. Fax: (972)450-2837 GENTLEMAN: WE ARE SENDING YOU 􀁾􀁨􀁥􀁤􀀠 o Under separate cover via ______ the following items: o Shop Drawings o Prints o Plans 0 Samples 0 Specifications o 0
_________________________ Copy of letter o Change order COPIES DATE NO. DESCRIPTION I 􀀯􀁾􀁆􀁬􀀠I ; :J../ev J:::E.n.nj Y '.4Ar/n;t::l .Sif'V'IL...PC. f 􀁷􀀯􀁾􀀠 5:.A; ;'h -" il, /. f
/JJJ.s 1 S7 Fibt 􀁪􀁾􀀮-I r TRANSMITTED as checked below: o F approval 0 Approved as submitted o Resubmit ____copies for approval For your use o Approved as noted o Submit copies for
distribution o As requested o Returned for corrections o Return corrected prints o For review and comment 0 o FOR BIDS DUE __________19,__ o PRINTS RETURNED AFTER LOAN TO US REMARKS
____________________________________________ COPYTO ___________________________ If enclosures are not as noted, please noti 
SHIMEK, JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS 8333 Douglas Avenue, #820 Dallas, Texas 75225-5816 Fax (214) 361-0204 Phone (214) 361-7900 RONALD V. CONWAY, P.E. JOHN W. B1RKHOFF,
P.E. JOE R. CARTER, P.E. GARY C. HENDRICKS, P.E. PAUL A. CARLINE, P.E. MATT HICKEY, P.E. March 26, 200 I ROSS L. JACOBS, P.E. t C. FINKLEA, P.E. Mr. Steven Z. Chutchian, P.E. Assistant
City Engineer Town ofAddison Post Office Box 90 I 0 Addison, Texas 75001-9010 Re: Driveway at Beltline and Midway Dear Mr. Chutchian: We are enclosing three sets of final construction
plans for the driveway replacement at the intersection of Midway Road and Beltline Road. We have fonnulated an opinion of probable construction cost in the range of$55,000.00. We are
also enclosing two copies of the field note description and plat for the easement on private property. Our original scope of services for this project was limited to a study to detennine
various options for improvements to the driveway. The Town decided on the alternative they desired and confinned that with the property owner. We proceeded with construction plans based
on direction from the Town. We have now exceeded the contract amount for the study and will need to amend our contract for the additional services being rendered. Before we can prepare
a revised scope of services we need to know the direction the Town intends to follow for the completion of the project. The Town has a history of taking these small projects and receiving
three quotes from contractors and proceeding with the work from construction plans. In these cases the Town has taken the responsibility during the bidding/proposal phase and the construction
phase. The other route would be to complete bidding documents and publicly advertise the project with the involvement of our finn. Please notify us of the direction the Town intends
to follow and we will prepare a scope of services accordingly. We are available at your convenience to discuss any questions you may have with the status of this project. Sincerely,
􀁑􀁾􀁁􀁁􀁊􀀶􀁾􀀠 Jolm W. Birkhoff, P.E. Enclosure 1:\Addison\2000-190\L\torr\\\finaLdoc 
porv ,I3/26/01 􀀷􀁬􀁾􀀵􀁥􀀠 TOWN OF ADDISON, TEXAS :¢'5 LA:'. { I"fl tP"-S FIELD NOTE DESCRIPTION FOR -P DRIVEWAY EASEMENT ON TE' /I.A/' ' &01)e , ADDISON BELTWAY JOINT VENTURE ONE 􀁥􀀴􀀱􀀮􀁥􀁾􀁾􀀠
BElNG a driveway easement in the W.H. Witt Survey, Abstract No. 1609, Dallas County, Texas and being on part of Lots 1 (0.5187 acres) and 3 (1.152 acres) of the Goff Addition an Addition
in the Town Of Addison filed for record in Volume 80005, Page 3044 of the Deed Records of Dallas County, Texas, said Lots 1 and 3 being conveyed to Addison Beltway Joint Venture One
by a deed filed for record in Volume 84005, Page 6871, of the Deed Records of Dallas County, Texas, said driveway easement being more particularly described as follows: BEGlNNlNG at
a point at the southeast comer of said Lot 3 and the northeast comer of said Lot 1, said point being in the west right-of-way of Midway Road, said point also being N 40 12'43" E, 99.01
feet from a found X in the west right-of-way of said Midway Road, said X being at a point of curvature of a curve to the right in said west right-of-way of said Midway Road, said curve
having a radius of 66.50 feet and a chord bearing, distance ofS 450 13'33" W, 93.62 feet; THENCE S 80 56'00" W, along the east line of said Lot 1 and said west right-of-way of said Midway
Road for a distance on.44 feet to a point for comer; THENCE N 870 02'30" W, a distance of 18.17 feet to a point for comer; THENCE N 38025'07" W, a distance of4.48 feet to a point for
comer; THENCE N 260 00'47" W, a distance of 13.30 feet to point for a comer; THENCE N 430 53'21" W, a distance of 21.93 feet to a point for comer; THENCE N 17053'23" E, a distance of
15.52 feet to point fur a corner; THENCE N 54010'11" E, a distance of 44.05 feet to point for a comer; THENCE N 840 51'54" E, a distance of 23.71 feet to a point for corner, said point
being in the east line of said Lot 3 and in said west right-of-way of said Midway Road, said point being S 180 37'20" W, 0.31 feet from a found X at a right-of-way comer in said west
right-of-way of said Midway Road; THENCE S 18°37'20" W, along said east line of said Lot 3 and said west right-of-way of said Midway Road, a distance of 60.78 feet to a point for comer;
THENCE S 80 56'00" W, along said east line of said Lot 3 and said west right-of-way of said Midway Road for a distance of 14.07 feet to the Point of Beginning and containing 2,706.44
square feet (0.0621 acres) ofland. Also a temporary construction easement being 15 feet in width and being adjacent to and parallel with the south, west and north lines of above described
easement. H:\projecr.s\addison\2000190\esmt-doc\jointv 
.c ; 􀁾 .... SCAlE:1'=30' W,H, WITT SURVEY LOT LINE ABST, NO, 1609 GOFF ADDITION LOT 1 VOL 80005, PG. 3044 0.5187 AC. ADDISON BELlWAY JOINT VENTURE ONE N 43'53'21» W -21.93'-:-:-.....
VOL 84005, PG. 6871 /---r!!. LOT 3 N 26'00'47» W -13.30' 17'53'23» E -15.52' 1.152 AC. 􀁾􀀠 z: 0 0z-: -\\ 15'TEMP. CONST. ESM'T. o 0.., \ 0::: I ::::> S 􀁜􀁾􀀠 \ Iz: 0I W •>:0 N 54'10'11"
E -44.05' o '«" Cl ''w0" <{ \ w 0 I '" 0::: I N 84'51 '54" E -23.71' '" 0 W I 0 z: S 8'56'00· W -3.44' 􀁾􀀧􀁆􀁏􀁕􀁎􀁄􀀠 0 0 ::::J 􀁾􀀧􀁎 CONC. N Vl is W POINT OF 0 (D <: S 8'56'00" W
-14.07' BEGINNING 18'37'20" W VJ I-0.31' 0 Z 􀁾􀀠 ls ---------JI I U W.., 0 0: 0:i:' 0 '"" w TOWN OF ADDISON. TEXAS <i. u (/l ADDISON BELTWAY JOINT VENTURE ONE BELT LINE RD. TO CENTURION
WAY -..,' 0: DRIVEWAY EASEMENT SHIMEK. JACOOS Ii. ANKl£A. LLP. MARCH 2001 0 CONSULTING ENGINEERS '" 6333 Douglos Ave•• 􀁓􀁴􀁥􀁾􀀠 820 .N.. , 0011015, TX 75225 PLAT-ADDBELT /(214) 361-7900
MIDWAY ROAD 0 
3/26/01 TOWN OF ADDISON, TEXAS FIELD NOTE DESCRIPTION FOR DRIVEWAY EASEMENT ON ADDISON BELTWAY JOINT VENTURE ONE BEING a driveway easement in the W.H. Witt Survey, Abstract No. 1609,
Dallas County, Texas and being on part of Lots I (0.5187 acres) and 3 (1.152 acres) of the Goff Addition an Addition in the Town Of Addison filed for record in Volume 80005, Page 3044
of the Deed Records of Dallas County, Texas, said Lots I and 3 being conveyed to Addison Beltway Joint Venture One by a deed filed for record in Volume 84005, Page 6871, of the Deed
Records of Dallas County, Texas, said driveway easement being more particularly described as follows: BEGINNING at a point at the southeast comer of said Lot 3 and the northeast comer
of said Lot I, said point being in the west right-of-way of Midway Road, said point also being N 40 12'43" E, 99.01 feet from a found X in the west right-of-way of said Midway Road,
said X being at a point of curvature of a curve to the right in said west right-of-way of said Midway Road, Road, said curve having a radius of 66.50 feet and a chord bearing, distance
ofS 450 13'33" W, 93.62 feet; THENCE S 80 56'00" W, along the east line of said Lot I and said west right-of-way of said Midway Road for a distance of 3 .44 feet to a point for comer;
THENCE N 87002 '30" W, a distance of 18. I 7 feet to a point for comer; THENCE N 38025'07" W, a distance of4.48 feet to a point for corner; THENCE N 260 00'47" W, a distance of 13.30
feet to point for a comer; THENCE N 430 53'21" W, a distance of21 .93 feet to a point for corner; THENCE N 170 53'23" E, a distance of 15.52 feet to point for a corner; THENCE N 540
10' II" E, a distance of 44.05 feet to point for a comer; THENCE N 840 51 '54" E, a distance of23.71 feet to a point for comer, said point being in the east line of said Lot 3 and in
said west right-of-way of said Midway Road, said point being S 180 37'20" W, 0.31 feet from a found X at a right-of-way corner in said west right-of-way of said Midway Road; THENCE S
180 37'20" W, along said east line of said Lot 3 and said west right-of-way of said Midway Road, a distance of 60.78 feet to a point for corner;· THENCE S 8056'00" W, along said east
line of said Lot 3 and said west right-of-way of said Midway Road for a distance of 14.07 feet to the Point of Beginning and containing 2,706.44 square feet (0.0621 acres) ofland. Also
a temporary construction easement being 15 feet in width and being adjacent to and parallel with the south, west and north lines of above described easement. H;\proj eClS\add isol'l\2000190\esmt􀁾􀁤�
�􀁣􀁜􀁪􀁯􀁩􀁮􀁴􀁹􀀠
SCALE:l"=30' W.H. win SURVEY LOT LINE ASST. NO. 1609 GOFF ADDITION LOT 1 VOL. 80005, PG. 3044 0.5187 AC. ADDISON BELTWAY JOINT VENTURE ONE N 43'53'21" W -21.93'-+-:-, VOL. 84005, PG.
6871 LOT 3 13.30' /" --\ \ \ /" /" (' I __ ---------S 8"56'00· W -14,07' ,\ ,'.J k\ 􀀯􀀢􀁾􀀭􀀭􀁲􀁎􀀠11"53'23" E15.52' -N 26'00'4r W 1.152 AC. " \ z "C"l ...: \ 15' TEMP. CONST. ESM'T.
o z 2,706.44 SO. FT. .(.5., (Y I 0.0621 ACRES :::> 'x' FOUND I 􀁾􀀠 Z "I 􀁾􀀠􀁾_􀀠 􀁾_􀀠 IN CONC'l N 38"25'07" W -4,48'-f'-N 54'10'''" E -44.05' W Cl Cl U « <n 0 "'-. N 81"02'30· W -􀀱􀀸􀀮􀀱􀀷􀁾􀀬􀀧
Cl « 􀀭􀀭􀁟􀁾􀀢􀀼􀀻􀀺􀀻􀀺􀀺􀀺􀀺􀀺􀀭􀀭􀁾􀀢􀀽􀀽􀀠 I \ w 0 I Cl I N 84'51'5r E -23.71' W 􀁾􀀧􀁆􀁏􀁕􀁎􀁄􀀠 w (Y ------N"'4-12'43" -f-:: 􀀭􀀹􀀹􀁾􀁏1'Z S 8'56'00· W -3.44' .....J /fIN CONC.
.....J W CD POINT OF I-ls BEGINNING 18'37'20" W B 0.31' ..., '0":: :i: "-MIDWAY ROAD n'" II W TOWN OF ADDISON TEXAS :;;! () ADDISON BELTWAY JOINT VENTURE ONE BELT UNE RD. TO CENTURION
WAY <n .-..', a:: DRIVEWAY EASEMENT SHIMEK. JACOOS & ANKLEA. LLP. MARCH 2001 0 CONSULTING ENGINEERS 8333 Douglos Ave.. Ste. 820 N Dollos. TX 75225 '" '" /-------(214) 361-7900 PLAT-ADDBElT
0 
􀁓􀁈􀁉􀁍􀁅􀁾 JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS 8333 Douglas Avenue, #820 Dallas, Texas 75225-5816 Fax (214) 361-0204 Phone (214) 361-7900 RONALD V. CONWAY. P.E. JOHN W. BIRKHOFF,
P.E, JOE R. CARTER. P.E. GARY C. HENDRICKS, P.E. PAULA. CARLINE,P.R MATI HICKEY, P.E. March 14, 200 I ROSS L JACOBS, P£ L C. FINKLEA, P.E. Mr. Steven Z. Chutchian, P.E. Assistant City
Engineer P. O. Box 9010 Addison, Texas 75001-90 I 0 Re: MidwaylBeltline Road Driveway Dear Mr. Chutchian: We are enclosing two copies ofthe preliminary construction plans for the driveway
improvements at the intersection ofMidway Road and Beltline Road, for your review and comments. We have exceeded the limits required for a Y<-inch per foot slope by squaring-off the
improvements. The sections currently reflect the actual limits to make the improvements. Ifthe limits are acceptable, we will revise the sections accordingly. We are also enclosing one
copy ofthe field note description and plat for the work outlined in the squared-off area. Please review the limits and the type of easement being called out. We have been unable to locate
a Volume and Page on the Exxon tract. We will continue our search ofthe Dallas County Records. Ifyou have any information on that tract, would you please forward it to us? We are available
at your convenience to discuss any questions you may have with the plans or easement descriptions. Sincerely, 􀁃􀀩􀁾􀁹􀀶􀁤􀁦􀁦􀁦􀀠 John W. Birkhoff, P.E. Enclosures 
3113/01 TOWN OF ADDISON, TEXAS FIELD NOTE DESCRIPTION FOR (DRIVEWAY EASEMENT) ON EXXON CORPORATION BEING a driveway easement on part of a 0.5187 acre tract of land located in the W.H.
Witt Survey, AbstractNo. 1609, Lot I, of the Goff Addition described in Volume 80005, Page 3044 ofthe Deed Records of Dallas County, Texas, an addition to the Town of Addison, Dallas
County, Texas and conveyed to Exxon Corporation by deed now of record in Volume , Page , of the Deed Records of Dallas County, Tex, said tract of land being more particularly described
as follows: BEGINNING at a point for a comer, said point being in the northeast carner of said 0.5187 aCre tract and the being a southeast comer of tract ofland conveyed to Addison Beltway
Joint Venture One by deed now of record in Volume 84005, Page 6743, of the Deed Records ofDallas County, Texas and being in the west right-of-way of Midway Road; THENCE, S 80 56'00"
W, along the east line of said 0.5187 acre tract and said west right-of-way line of said Midway Road for a distance of 5.06 feet to a point for corner; THENCE, N 890 51 '55" W, a distance
of20.23 feet to point for a corner; THENCE, N 000 08'05" E, a distance of 5.00 feet to a point for comer in the north line of said 0.5187 acre tract and the south line of said Addison
Beltway Joint Venture One tract; THENCE, S 890 51 '55" E, along said north line of said 0.5187 aCre tract and said south line of said Addison Beltway Joint Venture One tract for a distance
of 21.00 feet to the Point of Beginning and containing 103.07 square feet (0.0024 acres) ofland. Also a temporary construction easement being 15 feet in width and being adjacent to and
parallel with the south line and west lines ofabove described easement. '907JI eAt=> 􀁾 "--"E A 􀁾􀀠 (A-Ct:r.eA!f:::.cr H:\projcclS\addisonUOOO190esmt-doc\cxxon.doc 
W.H. win SURVEY SCALE: 1"",3D' ABST. NO. 1609 GOFF ADDITION VOL 80005. PG. 3044 "-LOT LINE EXXON CORPORATION VOL. ____• PG. _______ LOT 1 ADDISON BELTWAY JOINT VENTURE ONE 0.5187 AC.
VOL. 84005. PG. 6743 􀁾 LOT 3 :s: .'-.' 1.152 AC. q \ z z \ o 0 x r---0::: x => N 00"08'05" E 5.00' 􀁾􀀠 I f:s Z w I [L 15' TEMP. CONST. ESM'T. I 15' F7 W I 􀁾􀀠 0 ..... , I t% S 89'51
'55" E -21.00' () 0 􀁾􀀠 «0 _____ N 89"51'55" W 2023' I 􀁾􀁾􀀠 􀁾􀀮􀀠 . I 􀀭􀁾􀀬􀀠 􀁾􀀠 􀁾􀀠 0 w 0 -----i 􀁾􀀠􀁾 103.07 SO, FT. w 0::: 0.0024 ACRES 􀁾􀀠 0 w S 8'56'00" W -􀀵􀀮􀀰􀀶􀀧􀁾􀁾􀁾􀀠
􀁾􀀭__ '" I Z 0 2 0 0 -l z 􀁾􀀠 '\ POINT OF 0 Ul W Ci (D BEGINNING 0 J, .... u w a 􀁾􀀠 '" /. [L MIDWAY ROAD :I: 0 '"" w ;5 {fI TOWN OF ADDISON, TEXAS ..J EXXON CORPORATION ii BELT LINE
RD. TO CENTURION WAY :s ------------DRIVEWAY EASEMENT .':":; /SHIMEK, JACOBS &: ANKLEA MARCH 2001 '0" CONSULTING ENGINEERS PLAT-EXXON
3/13/01 TOWN OF ADDISON, TEXAS FIELD NOTE DESCRIPTION FOR (DRIVEWAY EASEMENT) ON ADDISON BELTWAY JOINT VENTURE ONE BEING a driveway easement on part out of a 1.152 acre tract of land
located in the W.H. Witt Survey, Abstract No. 1609, Lot 3, of the Goff Addition described in Volume 80005, Page 3044, anaddition to the Town of Addison, Dallas County, Texas and conveyed to conveyed to Addison Beltway Joint Venture One by deed now of record in Volume 84005, Page 6743, of the Deed Records
of Dallas County, Texas said driveway easement being more particularly described as follows: BEGINNING at a point at the southeast COmer of said 1.152 acre tract and the northeast comer
of tract of land conveyed to Exxon Corporation and being Lot I in the said Goff Addition by a deed now of record in Volume 80005, Page 3044, of the Deed Records of Dallas County, Texas,
said point being in the west rightof-way of Midway Road; THENCE, N 890 51 '55" W, along the south line of said 1.152 acre tract and the north. line of said Exxon Corporation tract for
a distance of 42.81 feet to a point for corner; THENCE, N 000 08'05" E, a distance of 57.08 feet to point for a comer; THENCE, S 890 51 '55" E, a distance of22.83 feet to point for a
comer; THENCE, N 540 18'24" E, a distance of21.77 feet to point for a comer; THENCE, N 850 00'08" E, a distance of23.95 feet to a pcint for comer, said point being in the east line of
said 1.152 acre tract and in the west right-of-way of said Midway Road; THENCE, S 180 37'20" W, along said east line of said 1.152 acre tract and said west right-of-way of said Midway
Road, a distance of61.00 feet to a pcint for comer; THENCE, S 80 56'00" W, along said east line of said 1.152 acre tract and said west right-of-way of said Midway Road for a distance
of 14.07 feet to the Point of Beginning and containing 3,268.23 square feet (0.0750 acres) of land. Also a tempcrary construction easement being 15 feet in width and being adjacent to
and parallel with the west line and north. lines ofabove described easement. 􀁈􀀻􀁜􀁰􀁲􀁯􀁪􀁥􀁣􀁴􀁳􀁜􀁡􀁤􀁤􀁩􀀤􀁯􀁮􀁜􀀲􀀰􀀰􀀰􀀱􀀹􀀰􀁜􀁣􀁳􀁭􀁴􀁾􀁤􀁯􀁣􀁜􀁩􀁯􀁩􀁮􀁴􀁶􀀠
o,., " -o N o C§ 0:: W Z 􀁾􀀠 W CD \ /SCALE: 1 "=30' GOFF ADDITION VOL. 80005, PG. 3044 EXXON CORPORATION LOT 1 0.5187 AC. 3268.23 SQ. FT. 0,0750 ACRES N 89'51'55" w -POINT OF BEGINNING
LOT LINE W.H. win SURVEY ABST. NO. 1609 GOFF ADDITION VOl. 80005. PG. 3044 ADDISON BELTWAY JOINT VENTURE ONE VOL. 84005, PG. 6743 LOT 3 1.152 AC. -------------l I N 00'08'05" E -57.08'
I 15' I S 8'56'00" W 14.07" MIDWAY ROAD -------15' TEMP. CaNST. ESM'T. -----+---S 89'51'55" E-22.83' X N 54'18'24" E -21.77' 'I I 1 􀁾􀀸􀁓􀀰􀀰􀀬􀀨􀀩􀀸􀀢􀀠E -23.95' I I TOWN OF ADDISON,
TEXAS ADDISON BELTWAY JOINT VENTURE ONE BELT LINE RD, TO CENTURION WAY DRIVEWAY EASEMENT SHIMEK. JACOBS & RNKLEA MARCH 2001 n CONSULTING ENGINEERS PLAT ADDBELT o ..___________________________________
___________________________________________________􀁾____________________􀁾__-____.. z o 0:: ::::> IZ W o 
ADVERTISEMENT FOR BIDS Bid # 01-28 The Town ofAddison is requesting bids for Driveway Paving Improvements at Belt Line and Midway, Bid No. 01-28. Bids will be accepted until June 5,
2001 at 2:00pm, in the office ofthe Purchasing Coordinator, 5350 Belt Line Rd., Addison, Texas 75240 at which time they will be publicly opened and read aloud. Bids received after the
designated time will not be considered and will be returned unopened. The Town ofAddison reserves the right to waive any forma1ities and to reject any or all bids and to select the bid
deemed most advantageous to the City. For information contact the Purchasing Division at 972-450-7091. Specification information can be obtained at www,demandstar.com. Ifyou are not
a member ofDemandStar. com and wish to obtain a free copy ofthe bid specifications, you may pick one up at the Purchasing Division, 5350 Belt Line Road, Addison, Texas 75240. 
"",.I. STEVEN Z. CmrrCIDAN, P.E. Assistant City Engineer (972) 450-2886 (972) 450-2837 FAX (214) 673-2518 Mobile sclmt<:hian@d.addison.tx.us E-mail Town of Addison 16801 Westgrove Dr.
P.O. Box 9010, Addison, Texas 75001-9010 .
DATE {MMIOOfYY) ACORD", CERTIFICATE OF LIABILITY INSURANCE 07/24/2001 PRODUCER (972)864-0400 FAX (972)278-8400 ONly"'AND 􀁃􀁏􀁎􀁆􀁅􀁾􀀺􀀠􀁾􀁏 􀁒􀁉􀁇􀁾􀀧􀁪􀁾 􀁾􀀻􀁏􀁎 􀀻􀀧􀁈􀁾􀀠􀁾􀁾􀁒􀁔􀁉􀁆􀁉􀁃􀁁􀁔􀁅�
�.u"' Davis-Oyer-Max, Inc. HOLDER. THIS CERTIFICATE ODES NOT AMEND, EXTEND OR P,O. Box 495429 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Garland, TX 75049 INSURERS AFFORDING
COVERAGE 'NSUREO Jim Bowman Construction Co., L.P. INSURER A: EMC Insurance Companies 10209 Plano Rd. INSURER EI: Dallas, TX 75238 INSURER c: INSURER D: INSURER E: COVERAGES 􀁾􀁾􀁅􀁑􀁕􀁉􀁒􀁾􀁾􀁾􀁔􀀮�
�TERM 􀁏􀁾􀁕􀁓􀁔􀁅􀁄􀁟􀁾􀀮􀀢􀁾􀀮􀁾􀀢􀁴􀀺􀁾􀁾􀁾􀁾􀁾􀁾􀁵􀁾 􀀶􀁾􀁾􀀻􀁩􀁄􀁏􀁃􀁕􀁍􀁅􀁾􀁾􀁾􀁾􀁾􀀮􀀠 􀁔􀀮􀀧􀀺􀀮􀁾􀀠 I 􀀧􀁾􀀬􀀡􀀺􀁂􀁅􀁉􀁓􀁓􀁕􀁅􀁄􀀠OR MAY PERTAIN, THE 􀀧􀁎􀁓􀁕􀁒􀁁􀁎􀁃􀁅􀁭􀁾􀁾􀁾􀁾􀁄
BY THE POLICIES DESCRIBED HEREIN IS 􀁓􀁕􀁂􀁊􀁅􀁃􀁔􀁾􀁔􀁏􀁁􀁉􀀮􀁌􀀠THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
􀀧􀁲􀁩􀀧􀁾􀀠 TYPE OF 􀀱􀀲􀀯􀀱􀀲􀀯􀁾􀀠􀀮􀁾􀁾􀁾􀁾􀀠 LIMITS X .. I"UUlSl&7 s 1,000.000 LlTY FIRE DAMAGE I , S SO,OOO ICLAIMS MADE 0 OCCUR MED IS'<P (Anyone ,.,,,,n) S 10,000 A s 1,000,000
--'. s 2,000,000 l.IMIT APPLIES PER: -COMPIOP AGG S 2,000,000 I POUCY 􀁮􀁾􀀺􀀸􀁲􀀠n lOC .. 12/12/2000 12/lZ/2001 i COMBINED SINGLE LIMIT S ANY AUTO (Ea aCCident) 1,000,000 ALL OWNED
AUTOS BODILY INJURY 􀁾􀀠SCHEDULED AUTOS (per person) S A X HIRED AUTOS BODILY INJURY S 􀁾 NON-QWNED AUTOS (Per acddent} I-PROPERTY DAMAGE S (P&accident) R􀁌􀁾􀀮􀁴􀁜􀁒􀁁􀁇􀁅􀀠LfABILITY
AUTOONLV. S ANY AUTO OTHER THAN EAACC S AUTO ONLY; AGG S 􀁾􀁅􀁓􀁓 LIABILITY 12/..<., <.,,"u 12/12/2001 EACH, S 5.000.000 􀁾 OCCUR 0 CLAIMS MADE IIMRIII'I I A s 5,OOO,OO( A R s DEDUCTIBLE
S RETENTION S S WORKERS CQMPE"ISATION A"ID !""VV"" 12/12/2000 12/12/2001 X I TORYLIMrrs I IYE"-EMPLOVERS'LlAB!UTY E.L.I I • 9 A •.L.I "'AI S •.L.I I S 500,000 􀀺􀁟􀀼􀀢􀁈􀁾􀀢􀀠 floater
􀀮􀁾􀁶􀁶􀀮􀀠u. 12/: 12/:"., 􀀮􀁵􀁵􀁾􀀠 Hired • .,v : $200,000 A iL.qU' Scheduled Equipment: $290,000 I 􀁾􀁅􀁆􀀺􀀠 Driveway Paving 􀀺􀁾􀀠 ..􀁾􀀠at Beltline and .. ,vnu7 for for Town of
Addison, Texas 􀁾􀁯􀁷􀁮􀀠of Addison is additional insured on General liability. ..􀁾􀀠 I I ; INSURER LETTER "IUN Town of Addison P.O. Box 9010 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES
BE CANCELLED BEFORE THE EXPIRATlON DATETHEREOP. THE ISSUING COMPANY WILL ENDEAVOR TO MAJL jLDAYS WRiITEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Bur FAILURE TO MAIL SUCH
"IOTICe SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KiNO UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. Addison, TX 75001 ,.,..""", /;;; /,/!j Dver/JKM ...". F '':''" ..UOI -'"0'

SPECIFICATIONS, CONTRACT DOCUMENTS AND PLANS FOR THE CONSTRUCTION OF DRIVEWAY PAVING IMPROVElVlENTS AT BELTLINE AND MIDWAY FOR TOWN OF ADDISON, TEXAS Prepared for: Town ofAddison P.
O. Box 9010 Addison, Texas 75001 Prepared by: Shimek, Jacobs & Finklea, L.L.P. 8333 Douglas Avenue, #820 Dallas, Texas 75225 May, 2001 
, TABLE OF CONTENTS Section AB Advertisement for Bids Section IB Instructions to Bidders Section PF Proposal Form Section CA Contract Agreement Section PrB Performance Bond Section PyB
Payment Bond Section MB Maintenance Bond Section BP Contractor's Affidavit ofBills Paid Section GP General Provisions Standard Specifications for Public Works Construction, North Central
Texas (separate document not furnished) Section SP Special Provisions CONSTRUCTION AND PERMIT PURPOSES, C)Lu&lfjJJ Date: 6'/tVC I 
I SECTION AB ADVERTISEMENT FOR BIDS AB-I 
SECTION AB ADVERTISEMENT FOR BIDS I. Sealed bids addressed to the Town of Addison, Texas, for Driveway Paving Improvements at Beltline and Midway, in the Town of Addison, Texas, hereinafter
called "City" in accordance with specifications and contract documents prepared by Shimek, Jacobs & Finklea, L.L.P. will be received at the office of Bryan Langley, Assistant Finance
Director, Finance Building, 5350 Belt Line Road, Addison, Texas until 2:00 p.m. on Tuesday, June 5, 2001. Bids received by the appointed time will be opened and read aloud. Any bids
received after closing time will be returned unopened. Unsigned bids will not be considered. 2. The Contractor shall identifY his bid on the outside of the envelope by writing the words
DRIVEWAY PAVING IMPROVEMENTS AT BELTLlNE AND MIDWAY, Bid No. 01-28. 3. Bids shall be accompanied by a cashier's check or certified check upon a national or state bank in an amount not
less than five percent (5%) of the total maximum bid price payable without recourse to the Town of Addison, or a bid bond in the same amount from a reliable surety company licensed by
the State of Texas to act as a Surety and be listed on the current U.s. Treasury Listing of Approved Sureties, or a Binder of Insurance executed by a surety company licensed by the State
of Texas to act as a surety or its authorized agent as a guarantee that the bidder will enter into a contract and execute a Performance Bond within ten (10) days after notice of award
ofcontract to him. , . 4. Plans, specifications and bidding documents may be secured from Bryan Langley, Assistant Finance Director, Finance Building, 5350 Belt Line Road, Addison, Texas.
There will be no fee or deposit for documents. 5. The right is reserved by the Mayor and the City Council as the interests of the City may require to reject any or all bids and to waive
any informality in bids received. 6. The Bidder (proposer) must supply all the information required by the Proposal Form. 7. A Performance Bond, Labor and Material Payment Bond, and
Maintenance Bond will be required by the Owner; each Bond shall be in the amount of 100% of the total contract amount. Bonds shall be issued by a surety company licensed by the State
of Texas to act as a Surety and be listed on the current U.s. Treasury Listing ofApproved Sureties. 8. For information on bidding or to secure bid documents, contact Bryan Langley at
(972) 450-7090. For information on the work to be performed, call Steve Chutchian, P.E., Assistant City Engineer, Town of Addison (972) 450-2871 or John Birkhoff, Shimek, Jacobs & Finklea,
LL.P. (214) 361-7900. 9. The project consists of furnishing and installing perimeter fencing in accordance with the specifications. 10. Estimated quantities for major items include the
following: Description Ouantitv 8" Reinforced Concrete Pavement 325 S.Y. I L No Pre-Bid Conference will be held. TOWN OF ADDISON, TEXAS AS·a 
SECTION IB INSTRUCTIONS TO BIDDERS .j !B-1 
SECTION IB INSTRUCTIONS TO BIDDERS A. PROJECT: Driveway Paving Improvements at Beltline and Midway in the Town of Addison. B. PROJECT DESCRIPTION: This project consists of furnishing
and installing 325 square yards of 8-inch reinforced concrete pavement in accordance with the specifications. C. PROPOSALS: Proposals must be in accordance with these instructions in
order to receive consideration. D. DOCUMENTS: Documents include the Bidding Requirements, General Provisions, Special provisions, Technical Specifications, Drawings plus Addenda which
may be issued by the Consultant during the bidding period. Bidding Documents may be viewed and/or obtained under the terms and conditions set forth in the Advertisement for Bids, Section
AB of this Project Manual. E. EXAMINATION OF DOCUMENTS AND SITE: Bidders shall carefully examine the Bidding Documents and the construction site to obtain first-hand knowledge of the
scope and the conditions of the Work. Each Contractor, Subcontractor and Sub-subcontractor, by submitting a proposal to perform any portion of the Work, represents and warrants that
he has examined the DrawingS; Specifications (Project Manual) and the site of the work, and from his own investigation has satisfied himself as to the scope, accessibility, nature and
location of the Work; the character of the equipment and other facilities needed of the perfonnance of the Work; the character and extent of other work to be performed; the local conditions;
labor availability, practices and jurisdictions and other circumstances that may affect the performance of the Work. No additional compensation will be allowed by the Owner for the failure
of such Contractor, Subcontractor of Sub-subcontractor to inform himself as to conditions affecting the Work. F. INTERPRETATION OF DOCUMENTS: If any person contemplating submitting a
bid for the proposed Contract is in doubt as to the meaning of any part of the Drawings, Specifications (project Manual) or other proposed Contract Documents, he may submit to the Consultant,
not later than four (4) calendar days prior to the date set for opening bids, a written request for an interpretation or clarification. Bidders should act promptly and allow sufficient
time for a reply to reach them before preparing their bids. Any interpretation or clarification will be in the form of an Addendum duly issued. No alleged verbal interpretation or ruling
will be held binding upon the Owner. G. SUBSTITUTIONS: Conditions governing the submission of substitutions for specific materials, products, equipment and processes are in the Special
Provisions. Request for substitutions must be received by the Consultant seven (7) calendar days prior to the established bid date. H. ADDENDA: Interpretations, clarifications, additions,
deletions and modifications to the Documents during the bidding period will be issued in the form of Addenda and a copy of such Addenda will be mailed, faxed or made available for pickup
to each person who has been issued a set of the Bidding Documents. Addenda will be a part of the Bidding Documents and the Contract Documents, and receipt of them shall be acknowledged
in the Bid Form. All such interpretations and supplemental instructions will be in the form of written addenda to the contract documents which, if issued, will be sent by U. S. Mail,
filCsimile, or available for pickup to all prospective bidders (at the respective addresses furnished for such purposes) not later than three (3) calendar days prior to the date fixed
for the opening of bids. If any bidder fails to acknowledge the receipt of such addenda in the space provided in the bid form, his bid will nevertheless be construed as though the receipt
of such addenda has been acknowledged. !B-2 
1. COMPLETION TIME: A reasonable completion time has been established by the Owner and is indicated in the Proposal Form. J. PREPARATION OF BIDS: Prices quoted shall include all items
of cost, expenses, taxes, fees and charges incurred, or arising out of, the performance of the work to be performed under the Contract. Bids shall be signed in ink. Any bid on other
than the required form will be considered informal and may be rejected. Erasures or other changes in a bid must be explained or noted over the initials of the bidder. Bids containing
any conditions, omissions, unexplained erasures and alterations, or irregularities of any kind may be rejected as informal. The prices should be expressed in words and figures or they
may be deemed informal and may be rejected. In case of discrepancy between the prices written in the bid and those given in the figures, the price in writing will be considered as the
bid. Failure to submit all requested information will make a bid irregular and subject to rejection. Bids Bids shall be signed with name typed or printed below signature, and, if a partnership,
give full name of all partners. When bidder is a corporation, bids must be signed with the legal name of the corporation followed by the name of the state of incorporation and the legal
signature ·of an officer authorized to bind the corporation to a contract. K. SUBMmAL OF BIDS: Sealed proposal will be received at the time, date and place stated in the Advertisement
for Bids. Proposals shall be made on unaltered Proposal Forms furnished by the Consultant. Submit proposal in an opaque, sealed envelope addressed to the Owner and plainly mark on the
outside of the envelope the project name, and the name and address of the bidder. The Bid Bond must be completed and signed by each bidder and submitted with the bid. Submit Bids by
mail or in person prior to the time for receiving bids set forth in the Advertisement for Bids issued by the City. L. MODIFICATION AND WITHDRAWAL OF BIDS: Prior to the time set for bid
opening, bids bids may be withdrawn or modified. Bids may be modified only on the official bid form and must be signed by a person legally empowered to bind the bidder. No bidder shall
modify, withdraw or cancel his bid or any part thereoffor thirty (30) calendar days after the time agreed upon for the receipt of bids. M. DISQUALIFICATION OF BIDDERS: Bidders may be
disqualified and their proposal not considered for any of the following specific reasons: I) Reason for believing collusion exists among the bidders. 2) Reasonable grounds for believing
that any bidder is interested in mOre than one proposal for the work contemplated. 3) The Bidder or his surety being currently in any litigation against the Owner, or where such litigation
is contemplated or imminent, in the sole opinion of O\,.'Iler. 4) The bidder being in arrears on any existing contract or having defaulted on a previous contract. 5) Lack of competency,
responsibility or financial capability as revealed by the bid questionnaires, financial statement, etc. 6) Uncompleted work which in the judgement of the Owner shall prevent or hinder
the prompt completion of additional work if awarded. 7) Failure of bidder to use Owner's form of bid bond in submitting his bid, or submission of a cashier's check drawn on a state or
national bank not located in the Owner's jurisdiction area. 8) Unbalanced value ofany bid items. IB·3 
N. SUBMISSION OF POST-BID INFORMATION: Upon notification of acceptance, the selected bidder shall, within five (5) calendar days, submit the following: 1) A designation of the portions
of the Work proposed to be performed by the bidder with his own force. 2) A list of names of the subcontractors or other persons or organizations, including those who are to furnish
materials and equipment fabricated to a special design proposed for such portions of the Work as may be designated in the Bidding Documents or as may be requested by the Consultant.
3) The bidder will be required to establish to the satisfaction of the Owner and the Consultant the reliability and responsibility of themselves and proposed Subcontractors and suppliers
to furnish and perform the Work. Bidder to provide experience record, including contact references (names and telephone) and dollar size of project. O. AWARD: The Owner reserves the
right to accept any or to reject any bids without compensation to bidders and to waive irregularities and formalities. P. EXECUTION OF THE CONTRACT: The successful bidder will be required
to enter into a contract with the Owner within ten (10) calendar days of notice by the Owner that his bid has been accepted. Failure to enter into contract within the established time
limit without proper justification shall be considered grounds for forfeiture of the bid bond. Q. CONSTRUCTION SCHEDULE: It is the Owner's desire to have the project completed and operational
in as short a time as possible. The number of calendar days for completion of the project will begin with the date specified in the Notice 10 Proceed. The Notice to Proceed will be issued
in a manner to facilitate a smooth construction of the project. In no instance shall the number of calendar days for completion of the work measured from the proposed date of beginning
exceed Forty-Five (45) calendar days. R. LIQUIDATED DAMAGES: The time of completion is the essence of this contract. For each calendar day that any work shall remain uncompleted after
the time specified in the proposal and the contract, Or the increased time granted by the Owner, or as equitably increased by additional work or materials ordered after the contract
is signed, the sum per day given in the following schedule shall be deducted from the monies due the Contractor: $240.00 per Calendar Day The sum of money thus deducted for such delay,
failure or non-completion is not to be considered as a penalty, but shall be deemed, taken and treated as reasonable liquidated damages, per calendar day that the Contractor shall be
in default after the time stipulated in the contract for completing the work. The said amounts are fixed and agreed upon by an between Owner and Contractor because of the impracticability
and extreme difficulty of fixing and ascertaining the actual damages the Owner in such event would sustain; and said amounts are agreed to be Ihe amounts of damages which the Owner would
sustain and which shall be retained from the monies due, or that may become due, the Contractor under this contract; and if said monies be insufficient to cover the amount owing, then
the Contractor or his surety shall immediately pay any additional amounts due. If the contractor finds it impossible, for reasons beyond his control, to complete the work within the
contract time as specified, the Contractor may make a written request for an extension of time in accordance with the General Provisions. S. FORM OF CONTRACT: The contract for the construction
of the project will be drawn up by the Owner. A sample form of agreement is included in the Contract Agreement Section. IB-4 
T. BONDS: A Perfonnance Bond, a Labor and Material Payment Bond and a Maintenance Bond each in the amount of 100% of the contract will be required by the Owner. Sample [onns have been
included in the Perfonnance Bond, Payment Bond and Maintenance Bond sections. U. BID SECURITY: Bids shall be accompanied by a cashier's check or certified check upon a national or state
band in an amount not less than five percent (5%) of the total maximum bid price payable without recourse to the Town of Addison, or a bid bond in the same amount from a reliable surety
company as a guarantee that the bidder will enter into a contract and execute Perfonnance Bond within ten (10) calendar days after notice of award of contract to him. Such checks or
bid bonds will be returned to all except the three lowest bidders within three (3) days after the opening of bids, and the remaining checks or bid bonds will be returned promptly after
the Owner has made an award of contract, or, if no award has been made within thirty (30) calendar days after the date of the opening ofbids, upon demand of the bidder at any time thereafter,
so long as he has not been notified ofthe acceptance of his bid. V. RESOLUTIONS: If the bidder is a corporation, a copy of the resolution empowering the person submitting the bid to
bind the bidder must be included with the bid. W. CONSTRUCTION STAKING: Benchmarks and horizontal control are shown on the plans. The Town of Addison will conduct Quality Control Surveys
as they detennine necessary. X. FINAL PAYMENT: The general provisions for Final Payment shall be as stated in Item 1.51.4 of the North Central Texas Standard Specifications for Public
Works Construction (1983 Edition) including all Amendments and Additions. Prior to final payment the Contractor shall provide the Owner with the following items: 1) A Contractor's Affidavit
ofBills Paid in accordance with Section BP. 2) A Consent of Surety Company to Final Payment. 3) A complete set of Record Drawings which indicate all construction variations from the
original construction documents. 4) A two (2) year Maintenance Bond in the amount of one hundred percent (100%) of the contract in accordance with Section MB. END OF SECTION IB 18-5

SECTION PF PROPOSAL FORM PF-I 
BID FORM ___=c::...::..___ ,2001 TO: The Honorable Mayor and Town Council Town ofAddison, Texas Gentlemen: The undersigned bidder, having examined the plans, specifications and contract
documents, and the location of the proposed work, and being fully advised as to the extent and character of the work, proposes to furnish all equipment and to perform labor and work
necessary for completion of the work described by and in accordance with the Plans, Specifications and Contract for the following prices, to wit: , Signed by: _-::::-:::--__::;-_-:-::--:-___
Jim Bowman, General Manager ACKNOWLEDGMENT OF ADDENDA: The Bidder acknowledges receipt ofthe following addenda: Addendum No. I 5/30/01 Addendum No.2 Addendum No.3 PF·2 
TOWN OF ADDISON, TEXAS Driveway Paving Improvements at Beltline and Midway Bid No. 01-28 BID SCHEDULE Item No. Estimated Quantity Price in Unit Description and Price in Words Figures
􀀺􀁾􀀠 1 340 i Concrete Pavement Removal and Disposal, S.Y. including Curb $ 42.00 complete, the sum of Forty-Two Dollars and No Cents per Square Yard $ 14,280.00 2 165 S.F. Concrete
Sidewalk Removal and Disposal , $ 1.00 complete, the sum of One Dollars and No Cents per Square Foot $ 165.00 3 325 ! Furnishing and Installing 8-Inch Reinforced S.Y. Concrete Pavement
$ 43.00 complete in place, the sum of Forty-Three ! Dollars and No Cents per Square Yard $ 13,975.00 4 155 . Furnishing and Installing 6-Inch Monolithic . L.F. Curb $ 2.50 complete in
place, the sum of Two Dollars and Fifty Cents per Linear Foot $ 387.50 5 340 Furnishing and Installing 6-Inch Compacted S.Y. Subgrade, including Excavation $ 3.00 complete in place,
the sum of Three Dollars and No Cents per Square Yard $ 1,020.00 PF-3 
Item No. 6 7 8 9 10 Estimated Quantity Unit Description and Price in Words Furnishing and Installing 4-lnch Reinforced 56 S.F. Concrete Sidewalk 98 S.F. complete in place, the sum of
Four Dollars 􀁲􀁡􀀭􀁮􀁤􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁎􀁾􀁯􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠 Cents per Square Foot . Furnishing and Installing Reinforced
Concrete !Barrier Free Ramp I complete in place, the sum of Six Dollars 􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭 and ____-;:-__􀀭􀀺􀀺􀀺􀀭􀀭􀀬􀀮􀀮􀀮􀀺􀀮􀁎􀀮􀀺􀀮􀀺􀁯􀁾___________1 Cents
per Square Foot Furnishing and Installing 4-lnch Wide White' 50 L.F. Stripe !complete in place, the sum of i Eight Dollars 􀁲􀁡􀀭􀁮􀁤􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁎􀁾􀁯􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
Cents per Linear Foot 60 L.F. Removing Existing Retaining Wall . complete, the sum of : Fifteen I--:-____________-:-::_______ Dollars and No Cents per Linear Foot 35 L.F. Reconstructing
Retaining Wall complete in place, the sum of Forty I I--:-____________-:-::_______Dollars and No Cents per Linear Foot ! TOTAL AMOUNT BID (Items 1 Through 10) $ $ $ $ $ Price in Figures
4.00 $ 6.00 $ 8.00 $ 15.00 $ 40.00 $ $ Extended Amount 224.00 588.00 400.00 900.00 1,400.00 33,339.50 PF-4 I 
NOTES: 1. All items, labor, materials, equipment, facilities, incidentals and work required for construction of the project are to be provided and installed by the Contractor as part
of the project and payment for the cost of such shall be included in the price bid for the construction of the project. 2. Prices must be shown in words and figures for each item listed
in the ProposaL In the event of discrepancy, the words shall control. 3. Materials, which are "tax exempt", are those items which are physically incorporated into the facilities constructed
for the OWNER, as set forth in the Special Provisions. Materials include, but are not limited to purchased items such as concrete, and roadbase, etc. Services, which are "not tax exempt",
are those items which are used by the Contractor but are not physically incorporated into the OWNER's facility and/or items which are consumed by construction, as set forth in the Special
Provisions. Services include, but are not limited to, items such as supplies, tools, skill and labor, the purchase, rental or lease of equipment, etc. Jim Bowman Construction Company,
L.P. Contractor Jim Bowman, General Mana er Name..\>fPerson Signing Bid Signature ofPerson Signing Bid 10209PlanoRd.,#10I,Dallas, Texas Address 75238 (214) 349-2884 Telephone No. (214)
349-2887 Fax No. 75-1932206 T.LN. (Tax IdentifIcation or Employer's Number) PF-5 
If BIDDER is: A Partnership By _______􀀭􀀭􀀭􀀭􀀧􀁊􀁾􀁩􀁭􀀠Bowman Constrnction Company, L.P. (FinnN.me) Jim Bowman, General Manager (General Parmer) doing business as (Seal) Business
address: 10209 Plano Rd., #101 Dallas, Texas 75238 Phone No. (214) 349-2884 PF·6 
SECTION CA CONTRACT AGREEMENT CA· I 
AGREEMENT STATE OF TEXAS COUNTY OF DALLAS TIllS AGREEMENT is made and entered into this 26th day of June 2001, by and between the Town of Addison, of the County of Dallas and State of
Texas, acting through its City Manager, thereunto duly authorized so to do, Party of the First Part, hereinafter tenned the OWNER, and Jim Bowman Construction Company, L.P. of the City
ofDallas, County ofDallas, State of Texas, Party of the Second Part, hereinafter termed CONTRACTOR. WITNESSETH: That for and in consideration of the payment and agreement hereinafter
mentioned, to be made and performed by the OWNER, the said CONTRACTOR hereby 􀁡􀁧􀁲􀁥􀁥􀁳􀁾􀁷􀁩􀁴􀁨􀀠the said OWNER to corrimence and complete construction ofcertain improvements as
follows: Driveway PavingImprovements at Beltline and Midway and all extra work in connection therewith, under the terms as stated in the General and Specific Conditions of the AGREEMENT; and at his own proper
cost and expense to furnish all the materials, supplies, machinery, equipment, equipment, tools, superintendence, labor, insurance and other accessories and services necessary to complete
the said construction, in accordance with the conditions and prices stated in the Proposal attached hereto and in accordance with the Advertisement for Bids, Instructions to Bidders,
General Provisions, Special Provisions, Plans, and other drawings and printed or written explanatory matter thereof, and the Technical Specifications and Addenda thereto, as prepared
by the OWNER, each of which has been identified by the endorsement of the CONTRACTOR and the OWNER thereon, together with the CONTRACTOR's written Proposal and the General Provisions,
all of which are made a part hereof and collectively evidence and constitute the entire AGREEMENT. The CONTRACTOR hereby agrees to commence work within five (5) calendar days after the
date of written notice to do so shall have been given to him, to complete the work within Forty-Five (45) calendar days, after he commences work, subject to such extensions oftime as
are provided by the General Provisions. 􀁔􀁨􀁥􀁏􀁖􀁦􀀺􀁎􀁅􀁒􀁡􀁧􀁲􀁥􀁾􀁲􀁯􀁰􀁡􀁹􀁴􀁨􀁥􀁃􀁏􀁎􀁔􀁒􀁁􀁃􀁔􀁏􀁒 ______􀁔􀁾􀁨􀁲􀁲􀁾􀀧􀁾􀁗􀁣􀀭􀁔􀁾􀁨􀁾􀁲􀁾􀁾􀁾􀁔􀁾􀁨􀁾􀁯􀁵􀁾􀁳􀁾􀁡􀁾􀁮􀁾􀁤􀁌􀀬􀁾􀁔􀁾􀁨􀁾􀁲􀁥􀁾
􀁥􀁾􀁈􀁾􀁵􀁾􀁮􀁾􀁤􀁾􀁲􀁾􀁥􀁾􀁤􀁟􀁔􀁾􀁨􀁾􀁩􀁾􀁮􀁶􀁾􀀭 􀀢􀁎􀀬􀀮􀀮􀁩􀁮􀀢􀀬􀁥􀀢􀀭􀁄􀀢􀀢􀀢􀁯􀀡􀀡􀀱􀁉􀀢􀀬􀁡􀁲􀀬􀀭􀀢􀁳􀀬􀀭􀀬􀁡􀁾􀁮􀀢􀀬􀁤􀀢􀀬􀀵􀀢􀀬􀀰􀀡􀀡􀀮􀀮􀀯􀀱􀀬􀀬􀀬􀁏􀀢􀀬􀁏􀀬􀀭􀀭___ ($33,339.50)
in current funds for the performance of the Contract in accordance with the Proposal submitted thereof, subject to additions and deductions, as provided in the General Provisions, and
to make payments of account thereof as provided therein. CA-2 
SECTION PrB PERFORMANCE BOND PrB-1 
STATUTORY PERFORMANCE BOND. PURSUANT TO CHAPTER 2253 OF THE TEXAS GOVERNMENT CODE (pUBLIC WORKS) (penalty of this Bond must be 100% of Contract Amount) KNOW ALL MEN BY THESE PRESENTS,
That Jim Bowman Construction Company, L.P. (hereinafter called the Principal), as Principal, and 􀁆􀁩􀁲􀁾􀀮􀁾􀀠 National Insurance Company of America (hereinafter called the Surety),
as Surety are held and firmly bound unto the Town of Addison (hereinafter called the Obligee), in the amount of Thi!iY::Three Thousand, Three Hundred Thirty-Nine and 50/100 Dollars ($
33,339.50 ) for the payment whereof the said Principal and Surety bind themselves and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by
these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 26tll day of June , 2001 to Driveway Paving Improvements at Beltline and
Midway which contract is hereby referred to and made a part hereof as fully and to the same extent as if if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION
IS SUCH, that if the said Principal shall faithfully perform the work in accordance with the plans, specifications and contract documents, then this obligation shall be void, otherwise
to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas Government Code and all liabilities on this
bond shall be determined in accordance with the provisions, conditions and limitations of said Chapter to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the
said Principal and Surety have signed this instrument this 24 th day of __July , 2001. ---'="-=-"-f=:.;n:..C=onst.ruction Company, L.P. (principal) By: First of America (Surety) By:
an, General Manager (AtiOl1\ey-in-Fact) PrB-2 
SECTION PyB PAYMENT BOND PyB-l 
STATUTORY PAYMENT BOND PUBSUANT TO CHAPTER 2253 OF THE TEXAS GOVERNMENT CODE (PUBLIC WORKS) (penalty of this Bond must be 100% ofContract Amount) KNOW ALL MEN BY THESE PRESENTS, That
Jim Bowman Construction Company, L.P. (hereinafter called the Principal), as Principal, and First National Insurance Company of America (hereinafter called the Surety), as Surety are
held and firmly bOlUld lUlto the Town ofAddison (hereinafter called the Obligee), in the amolUlt of Thirty-Three Thousand, Three HlUldred Thirty-Nine and 50/100 Dollars ($ 33,339.50
) for the payment whereof the said Principal and Surety bind themselves and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 26th day of JlUle 2001 to Driveway Paving Improvements at Beitline and Midway which contract
is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBUGATION IS SUCH, that if the said
Principal shall pay all claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said contract, then this obligation shall be void;
otherwise to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas Government Code and all liabilities
on this bond shall be determined in accordance with the provisions, conditions and limitations of said Chapter to the same extent as if it were copied at length herein. IN WITNESS WHEREOF,
the said Principal and Surety have signed this instrument this 24 th day of Ju , 2001. Construction Com an ,L.P. (principal) By: wman, General Manager First ce Com an of America (Surety)
By: . (Attorney-iII-Fact) JimB PyB-2 
SECTION MB MAINTENANCE BOND MB-I 
SECTION MB MAINTENANCE BOND STATE OF TEXAS COUNTY OF DALLAS That 􀁾􀁾􀁾􀁟􀀺􀀺􀀺􀀮􀁊􀁉􀀢􀀬􀀧􀁭􀀽􀁂􀀺􀀮􀀮􀀺􀁯􀀺􀀮􀀮􀀺􀁷􀁭􀁡􀁮􀀽􀀽____ as principal and Jim Bowman Construction Company,
L.P, _____􀁾_______ ,a corporation organized under the laws of _____..::T:,::e:::x::::as:!.-____ First National Insurance and Company of Amew.rJ.i..􀁣..􀀢􀀧􀁡􀁾_____ as sureties, said
sureties being authorized to do business in the State of Texas, do hereby expressly acknowledge themselves to be held and bound to pay unto the Town of Addison, a municipal corporation,
chartered by virtue of a Special Act of Legislature of the State of Texas, as Addison, Dallas County, Texas, the sum of Thirty-Three Thousand, Three Hundred Thirty-Nine and 50/100 ($33,339.50)
fur the payment of which sum will and truly to be made unto said Town of Addison and its successors, said principal and sureties do hereby bind themselves, their assigns and successors,
jointly and severally, This obligation is conditioned, however, that whereas said Jim Bowman Construction Company, L.P, has this day entered into a written contract with the said Town
ofAddison to build and construct the ________ _ Driveway Paving Improvement"'s""a""tco B:..:e:::lt"'Ii"'D.=.e.=a=D=d"'Mi=·d:..:w:,:a""y__________ MB·2 
which contract and the Plans and Specifications therein mentioned adopted by the Town of Addison, are hereby expressly made a part hereof as though the same were written and embodied
herein. WHEREAS, under the Plans, Specifications and Contract it is provided that the Contractor will maintain and keep in good repair the work herein contracted to be done and performed
for a period of two (2) years from the date of startup, and to do all necessary backfilling that may arise on account of sunken conditions in ditches, or otherwise, and to do and perform
all necessary work and repair any defective condition growing out of or arising from the improper joining of the same, or on account of any breaking of the same caused by the said Contractor
in laying or building the same, or on account ofany defect arising in any of said part of said work laid or constructed by the said Contractor, or on account of improper excavation or
backfilling; it being'tmderstood that the purpose of this section is to cover all defective conditions arising by reason of defective materials, work or labor perfurmed by the said Contractor;
and in case the said Contractor shall fail to do, it is agreed that the City may do said work and supply such materials, and charge the same against the said Contractor and sureties
on this obligation, and the said Contractor and sureties hereon shall be subject to the liquidated damages mentioned in said contract for each day's failure on its part tocomply with
the terms of the said provisions ofsaid contract; NOW THEREFORE, if the said Contractor shall keep and perform its said agreement to maintain said work and keep the same in repair for
the said maintenance period of two (2) years, as provided, then these presents shall be null and void and have no further effect; but if default shall be made by the said Contractor
in the performance ofits contract to so maintain and repair said work, then these presents shall have full force and effect, and said Town of Addison shall have and recover from the
Contractor and its sureties damages in the premises, as provided, and it is further understood and agreed that this obligation shall be a continuing one against the principal and sureties
hereon and that successive recoveries may be had hereon for successive branches until the full amount shall have been exhausted; and it is further understood that the obligation herein
to maintain said work shall continue throughout said maintenance period, and the same shall not be changed, diminished, or in any manner affected from any cause during said time. 
IN WITNESS WHEREOF, the said First National Insurance Company of America has caused these presents to be executed by Raymon R. Dyer and the said Raymon R. Dyer has hereunto set his hand
this the ____________ 􀁾􀁹􀁯􀁦􀀠 .20 01 SURElY ce Co. of America By: Raymon R. Dyer \. Attorney in Fact . By: D·avis-Dy-,,,.r.=.Ma,,,x,,-,-,􀁾􀁉􀀢􀀬􀁮􀀢􀀬􀁣􀀬􀀬􀀭􀀮􀀬􀀭____ Surety 409E.
Centerville Rd. Gar land, 􀁔􀁥􀁸􀀼􀁬􀀮􀁾..---,7,-,5,-,O",4",1,-_______ Agency and Address PRINCIPAL JimB an Construction Com an , L.P. By: owman, General Manager ATTEST 􀁾􀀺􀁙􀀹 ffi,
9􀁾􀁾􀀠0 n 􀁩􀀾􀁨􀁾􀀠 Secretary { NOTE: Date ofMaintenance Bond must be same as date City acceptance. MB-4 
-POWER FIRST NATlOHAL INSURANCE COMPANY OF AMERlCA 􀁆􀁾􀁎􀁍􀁉􀀰􀁎􀁁􀁌􀁓􀁾r 433l BROOKLYN AVE HE OFATIORNEY SEAmE. WASHINGTON 9a105 333 Brooklyn Aven"" N,E eattle, WA 98105 No. -=1"'05::c4:::.J_______
_______ NOW ALL BY THESE PRESENTS: hat FIRST NATIONAL INSURANCE COMPANY OF AMERICA, a Washington cOljloration. does hereby appoint .......••.... •.. •.. ••••.. •••••..••••••••••••..
···RA"t1.10N R. DYER; 􀁐􀁅􀁒􀀮􀁒􀀧􀁬􀁾􀀠􀁾􀁦􀁁􀀮􀀮􀀢􀀬􀁜􀀺􀀻􀀠􀁔􀀮􀁾􀁜􀁴􀁩􀁯􀀮􀁮􀀠EI'-'l1UKEN; O:u-tand, Tc)C)S·····,,......... ••..••... ••• ... •• .. ••••••••..• ..•••••• ........
, ;; true and lawful aftomey{s)·jn-fact, with full authority to execute on behalf of the company fidelit'/and surety bonds or uncertakings and other documents of a simi!;: ... racter
issued by the company in the course 01 its business. and to bind FIRST NATIONAL INSURANCE COMPANY OF AMERICA Ihereby as fully as if sue' struments had been duly executed by its regularly
elected officers at its home office. J WITNESS WHEREOF, FIRST NATIONAL INSURANCE COMPANY OF AMERICA has executed and attesled these presents this 16th day of 􀁟􀁾􀀺􀀺􀀮􀀺􀁬􀀽􀀽􀁣􀀺􀀻􀀬􀁨􀀬􀀭________
• 1999 􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 􀀧􀁩􀀺􀁊􀁾􀁾􀀠 RA PIERSON, SECRETARY W, RANDALL STODDARD, PRESIDENT CERTIFICATE Extract Irom the By-Laws 01 FIRST NATIONAL INSURANCE COMPANY
OF AMERICA: 1:\rticle V, Section 13 ... FIOEUTY AND SURETY BONDS ... the President, any Vice President, lhe Secretary, and any Assistant Vice President appointed for the urpose by the
officer in Charge of surety operations. shall each have authority to appoint individuals as attorneys-in-rad or under other appropriate mlas with authority t l(ecute on baha" of the
company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business ... On an: ,strumen! making or evidencing such appointment.
the 􀁳􀁩􀁧􀁾􀁾􀁵􀁲􀁥􀁳􀀠may be affixed by facsimile, On any instrument conferring such authority or on any bond c ndertaking of the company, the seal, or a facsjmile 􀁴􀁨􀁥􀁲􀁲􀁥􀁯􀁦􀀮􀁾􀂷􀁢􀁥􀀠impre
ssed or affixed or in any other manner reproduced; provided, however, that the seal shall no" 􀁾􀀠necessary to the vafrdlty of any such instrument or 􀁵􀁮􀁤􀁥􀀮􀀱􀁡􀁾􀁧􀀮􀀢􀀠 Extract
from a Resolution of the Soard of Directors of FIRST NATIONAL INSURANCE COMPANY OF AMERICA adopted July 28.1970, 'In any certificate 􀁥􀁸􀁥􀁣􀀬􀀭􀀺􀀾􀁾􀁥􀁤􀀠by the Secretary or an assistant
secretary of the Company setting out, (i) The provisions of Article V, Section 13 or the 􀁂􀁹􀁾􀁌􀁡􀁷􀁳􀀬􀀠and (Ii) A copy or the power-of..attorney appointment, executed pursuant thereto,
and (iii) Certifying that said power-or·attorney appOintment Is in full (orce and effect, 1e signature ofthe certifying officer may be by facsimile, and the seal oOhe Company may be
a facsimile thereof." R.A, Pierson. Secretary 01 FIRST NATIONAL INSURANCE COMPANY OF AMERICA. do hereby certil\' that the lo;ogoing extracts of the By·Laws and of , 􀁾􀁥􀁳􀁯􀁬􀁵􀁴􀁩􀁯􀁮􀀠of
the Board or Oirectors oC this corporntion, and of a Power of Attorney Issued pursuant thereto, are true and correct. and that bolh the 8y-Laws, thf 􀁾􀁥􀁳􀁯􀁬􀁵􀁴􀁩􀁯􀁮􀀠and the Power
of Attorney are still in full force and efiect. 'oj WITNESS WHEREOF,I have hereunto set my hand and 􀁡􀁦􀁦􀁩􀁸􀁾􀁤􀀠the facsimile seal of said corporation this day 01 .....J -U L 'i
R.A. PIERSON. SECRETARY 3110/99 PC
SECTION BP CONTRACTOR'S AFFIDAVIT OF BILLS PAID BP-l 
SECTION BP CONTRACTOR'S AFFIDAVIT OF BILLS PAID STATE OF TEXAS COUNTY OF DALLAS Personally, before me the undersigned authority, on this day appeared ___--'J:..:i"'m-=-B=o.:.:wm=an:::...___
who, being duly sworn, on oath, says that he is a legal representative of Jim Bowman Construction Company, L.P. (full name ofContractor as in contract) and that the contract for the
construction of the project, designated as Driveway Paving Improvements at BeItline and Midway (Bid No. 01-28) (project No.) has been satisfactorily completed and that all bills for
materials, apparatus, fIxtures, machinery and labor used in connection with the construction ofthis project have, to the best ofmy knowledge and belief, been fully paid. Signature: Jim
Bowman General Manager Title Sworn to and subscribed before me this ____day of________--', 200I. Notary Public in and for County, Texas BP-2 
Instructions: If the contractor is an individual, he shall sign the affidavit. Ifthe contractor is a partnership, any partoer may sign the affidavit. Ifthe contractor is a corporation,
a person authorized by the by-laws or by the Board ofDirectors shaH sign the affidavit. Ifthe Contractor is a joint-venture of individuals. any of the individuals may sign the affidavit.
If the Contractor is a joint-venture of partoerships, or of individuals and partnerships, the affidavit may be signed by the individual or any partner ofany partnership. Ifthe contractor
is a joint-venture in which a corporation is a party, separate affidavits must be executed in the name of the joint-venture: one by each corporation and one by each individual or partnership.
Signatures for corporations should be by a duly authorized officer. If signature is by another, a showing ofauthority to sign must accompany the affidavit. Bp·3 
; SECTION GP GENERAL PROVISIONS GP·! 
GENERAL PROVISIONS The General Provisions of the Contract shall be as stated in the Standard Specifications for Public Works Construction, North Central Texas Council of Governments
(1983), under Part I, "General Provisions," Items 1.0 through 1.63 inclusive, as amended or supplemented and except as modified by the Special Provisions. GP·2 
j TABLE OF CONTENTS SPECIAL PROVISIONS Special Provision No. SP'] SP.2 SP.3 SP.4 SP.5 SP.6 SP.7 SP.8 SP.9 SP.lO SP.ll SP.12 SP.13 SP.14 SP.l5 SP.l6 SP.17 SP.l8 SP.l9 SP.20 SP.21 SP.22
SP.23 SP.24 SP.25 SP.26 SP.27 SP.28 SP.29 SP.30 SP.3l SP,32 SP,33 SP.34 Description Location of Project .........................................................................................
. Scope of Work ................................................................................................. Construction Schedule ...............................................................
..................... Copies of Plans and Specifications ................................................................ . Reference Specifications ..................................................
.............................. . Trade Names & Materials ............................................................................. .. Project Maintenance .........................................
.............................................. . Cleanup ""''''''''.............................................................................................. . Permits and Rights·of·Way
............................................................................ . Clean Air Act and Clean Water Act ............................................................... . Coordination
With Others .............................................................................. . Lights and Power .........................................................................................
... . Wage Rates ........................................................... 􀁾.......................................... Claims for Damages or Injury ................................................
........................ . Cooperation of Contractors ........................................................................... .. Antitrust ........................................................
.................................................. . Public Utilities and Other Property to to be Changed ......................................... Existing Utilities and Service Lines
................................................................ Use ofExplosives ........................................................................................... . Insurance
........................................................................................................ . Workers' Compensation Insurance Coverage .................................................
Resolution of Disputes ................................................................................... . Non-Discrimination Policy ................................................................
............ . Compliance With Immigration Laws .............................................................. Compliance With General Rules and Laws .................................................
.. . Shop Drawing ................................................................................................. . Barricades, Warning Signs, Detours and Sequence of Work .........................
. Construction in Public Roads and Private Drives ........................................... Excavation Safety Systems ............................................................................
. Project Video .................................................................................................. . Record Drawings ..................................................................
........................... Existing Structures ......................................................................................... . Water for Construction ....................................
................................................ Staking ............................................................................................................ . Page No. SP·2
SP·2 SP·2 SP·2 SP·2 SP-2 SP·2 SP·3 SP-3 SP-3 SP·3 SP·3 SP·3 SP-6 SP-6 SP·7 SP-7 SP-7 SP-7 SP-7 SP-8 SP-ll SP-ll SP-ll SP-ll SP-ll SP-Il SP-12 SP-13 SP-13 SP-14 SP-14 SP-14 SP-14 
SECTION SP SPECIAL PROVISIONS SP·l 
; SECTION SP SPECIAL PROVISIONS SP.l LOCATION OF PROJECT The location of the project is along the west side of Midway Road just north of Belt line Road in the Town of Addison, Texas.
A location map is included in the Construction Plans. SP.2 SCOPE OF WORK The work under this contract includes furnishing and installing approximately 325 square yards of 8-inch reinforced
concrete pavement. SP.3 CONSTRUCTION SCHEDULE Prior to starting work, the Contractor shaH submit a proposed schedule for the work included herein and shall submit any major revisions
to this schedule as the project progresses. This schedule shall provide for completion of the project within the time provided in the specifications. Working hours is 7:00 a.m. to 7:00
p.rn., Monday through Saturday. All work shall be completed within forty-five (45) calendar days. SP.4 COPIES OF PLANS AND SPECIFICATIONS Five (5) copies of the plans and specifications
shall be furnished to the Contractor, at no charge, for construction purposes. Additional copies copies may be obtained at a cost of$50.00. SP.5 REFERENCE SPECIFICATIONS Where reference
is made in these specifications, to specifications compiled by others, such reference is made for expediency and standardization from the material supplier's point of vicw, and such
specifications referred to are hereby made a part of these specifications. SP.6 TRADE NAMES AND MATERIALS No material which has been used by the Contractor for any temporary purposes
whatsoever is to be incorporated in the permanent structure ,vithout written consent of the Engineer. Where materials or equipment are specified by a trade or brand name, it is not the
intention of the Owner to discriminate against an equal product of another manufacturer, but rather to set a definite standard for quality or performance, and to establish an equal basis
for the evaluation of bids. Where the words "equivalent", "proper", or "equal to" are used, they shall be understood to mean that the thing referred to shall be proper, the equivalent
of, or equal equal to some other thing, in the opinion or judgment of the Engineer. Unless otherwise specified, all materials shall be the best of their respective kinds and shall be
in all cases fully equal to approved samples. Notwithstanding that the words "or equal to" or other such expressions may be used in the specifications in connection with material, manufactured
article, or process, the material, article Or process specifically designated shall be used, unless a substitute shall be approved in writing by the Engineer, and the Engineer shall
have the right to require the use of such specifically designated material, article or process. SP.7 PROJECT MAJNTENANCE The Contractor shall maintain, and keep in good repair, the improvements
covered by these plans and specifications during the life of his contract. 􀁪􀀻􀁜􀁴􀁬􀁥􀁲􀁢􀁬􀁜􀀺􀁲􀀮􀁤􀁤􀁩􀀮􀁳􀁯􀁮􀁕􀁯􀁯􀁯􀀮􀀡􀁾􀁢􀀧􀁬􀁉􀀪􀁐􀀭􀁬􀀮􀁤􀁯􀁯􀀻􀀠 SP·2 
SP.8 CLEANUP l2lli:lTI.g Construction: The Contractor shall at all times keep the jobsite as free from all disposable material, debris, and rubbish as is practicable, and shall remove
same from any portion of the jobsite when it becomes objectionable or interferes with the progress of the project, in the opinion of the Engineer or the Owner. Broken pipe and other
debris resulting from construction shall not be left on the site after the construction work is completed. During the construction the Contractor shall not damage improvements on public
or private property, including shrubs, grass, pavement, walks, curbs and fences. In the event Contractor damages private property, Contractor shall immediately perform restoration at
his own cost. Video: Contractor shall make and provide to the Owner an original color, VHS format tape of existing conditions outside oflift station. The areas shall be narrated as to
location. Video shall be provided to the Owner prior to actual construction work commencing. City Inspector shall be present during taping and take possession of tape when completed.
Final: Upon completion of the work, the Contractor shall remove from the site all plants, materials, tools and equipment belonging to him and restore the site with an appearance acceptable
to the Engineer and the Owner. The Contractor shall thoroughly clean all equipment and materials installed by him and shall deliver over such materials and equipment in a bright, clean,
polished and new-appearing condition. SP.9 PERMITS AND RIGHTS-OF-WAY The Owner will provide rights-of-way for the purpose of construction without cost to the Contractor, by securing
permits in areas ofpublic dedication or by obtaining easements across privately owned property. It shall be the responsibility of the Contractor, prior to the initiation of construction
on easements through private property, to inform the property owner of this intent to begin construction. Before beginning construction in areas ofpublic dedication, the Contractor shall
inform the agency having jurisdiction in the area forty-eight (48) hours prior to initiation of the work. Electricians shall be registered with the TOlhn's Building Department. The registration
fee of $60.00 shall be paid by the Contractor. Inspections from the Building Inspector shall be scheduled by Contractor, 24hours prior to inspection. SP.IO CLEAN AIR ACT AND CLEAN WATER
ACT I .1 Include in all construction contract exceeding $100,000, the following requirement: "Contractor is responsible for compliance with all applicable standards, orders, or requirements
issued under Section 306 of the Clean Air Act, Section 505 of the Clean Water Act, Executive Order 11738, and Environmental Protection Agency regulations." SP.II COORDINATION WITH OTHERS
In the event other contractors are doing work in the same area simultaneously with this project, the Contractor shall coordinate his proposed construction with other contractors. SP.12
LIGHTS AND POWER The Contractor shall provide, at his own expense, temporary lighting and power facilities required for the proper prosecution of the work. SP.13 WAGE RATES All employees
of the Contractor for the work to be performed under this contract shall be paid the prevailing wage scale in this locality for work of a similar character, and in no event less than
the minimums prescribed in the following schedule: SP-3 
The "prevailing rates" shown will be the minimum wags acceptable on this project. If the construction project involves the expenditure offederal funds in excess 0£$2,000.00, the minimum
wages to be paid various classes of laborers and mechanics will be based upon the wages that will be determined by the Secretary of Labor to be prevailing for the corresponding classes
of laborers and mechanics employed on the project of a character similar to the contract work in the City of Addison or the rate given above, whichever is higher. Except for work on
legal holidays, the "general prevailing rate ofper diem wage" for the various crafts or type of workers or mechanics is the produce to (a) the number of hours worked per day, except
for overtime hours, times (b) the above respective Rate Per Hour. For legal holidays, the "general prevailing rate ofper diem wage" for the various crafts or type of workers or mechanics
is the product of (a) one and one-halftimes the above respective Rate Per Hour, times (b) the number number ofhours worked on the legal holiday. The "general prevailing rate for overtime
work" for the crafts or type of workers or mechanics is one and one-half times the above respective Rate Per Hour. Under the provisions ofArticle 5159a, Vernon's Annotated Texas Statutes,
the Contractor shall forfeit as a penalty to the entity on vvhose behalf the contract is made or awarded, Ten Dollars ($10.00) for each laborer, worker or mechanic employed, for each
calendar day, or portion thereof, such laborer, worker or mechanic is paid less than the said stipulated rates for any work under the contract, by him, or by any subcontractor under
him. PREVAILING WAGE RATES GENERAL DECISION TX000045 02/11100 TX45 General Decision Number TX000045 Superseded General Decision No. TX990045 State: TEXAS Construction Type: ffiGHWAY
County{ies); COLLIN DALLAS DENTON ELLIS Modification Number o SUTX2043A 03/26/1998 GRAYSON JOHNSON KAUFMAN PARKER Publication Date 0211112000 ROCKWALL TARRANT WICHITA Fringes Air Tool
Operator .................................................................................. . $ 9.00 A.sphalt Raker ...................................................................................
..... . 9.55 Asphalt Shoveler .................................................................................... 8.80 Batching Plant Weigher ........................................................................ . 11.51 Carpenter ..............................................................................
................. . 10.30 Concrete Finisher -Paving ................................................................... . 10.50 Concrete Finisher Structures ..........................................
.................... . 9.83 Concrete Rubber .................................................................................... . 8.84 Electrician 15.37 SP4 
i Rates Fringes Flagger ""." .............................. " ............... , .., ....................... , ... , .... " ...... .. 7.55 Fenn Builder -Structures ...............................
" ................................... .. 9,82 Fonn Liner -Paving & Curb ............................................................... .. 9.00 Fonn Setter Paving & Curb .............................
................................... . 9.24 Fonn Setter -Structures ........................................................................ . 9,09 Laborer -Common ............. ,.,'
.................... , ............................... " ........ . 7.32 Laborer-Utility ................... " .... " ... " ................ " ............. , ....... " .......... "
8.94 Mechanic " ... " .. "".. ,' .... ,.,., " ... "."" .... ,.,', .... " ................... , .......... " .......... . 12.68 Oiler ... " ... , " ... , ........ , .. ,.." ..............
" .... " .................... , .... , .... , " .............. " .. 10.17 Servicer ......... , ... , , .................. , .... , .... , , ........................ , ,., ..............
" ...... "., 9.41 Painter -Structures ."................. ,,,.,,, ....... ,, ..... ,.,", ... " .................. , .... " .. ' 11.00 Pipe Layer .... ,,, .... ,,... ,,,, ....... , ..
,,,,..,, ...,,.......... ,,..... " .." .... ,," .......... " .... ,," . 8.98 Blaster .. " ... , " ...... '" ".,' , .. , .., ....... " ..... " ... " .. ,." .......... " ... " .., ....
, " ..... " ....... .. 11.50 Asphalt Distributor Operator ........... " ... , .. ,,, .... ,,, ......... ,, ......... ,,, ...... ,,.... .. 10.29 Asphalt Paving Machine ........... ",
.., .... " ... " .................... " ... ,"".... , ........ . 10,30 Broom or Sweeper Operator ........ " .... ""........ " ..... " .. " ... " ........... "".".. " 8,72 Bulldozer "
.. ,.". " ......... " .... , ....... , .... " ..... " .." ..... , ...... " .. " ..... " ....... " .. ,." .. ,. 10,74 Concrete Curing Machine ..... , .. ,,,.,,,, ..... ,,.,, .., ... ,,.....,,.........
..... , .. ," .. ,,..... 9.25 Concrete Finishing Machine ...""............ ,.,,, ..... ,,.............. , ................... . 11.13 Concrete Paving Joint Machine ............ " ...
" .. " .... " .............................. .. ID.42 Concrete Paving Joint Sealer .... " ....... " ............. " ........... :: .................... .. 9.00 Concrete Paving Saw .............
, .. ,., ... , ... " ........... " ....... ".,,, .................... " .. 10.39 Concrete Paving Spreader ., ..... " .." ......... , ......... " .." ................. "., ........ ".
10.50 Slipform Machine Operator .... " ........ " ........... " ............. , ............... ,,, .... .. 9,92 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel " ...................
" .. 11.04 Foundation Drill Operator -Crawler Mounted ......... " .." .................... " 10.00 Foundation Drill Operator Truck Mounted .. " ...... " ..... ,' ....................
" 11.83 Front End Loader ............................ " ....... ,,,.,, .. ,,, ................ ,,.,,''',, ... ,,.. .. 9.96 Milling Machine Operator ." ... " ............................
" .." ....... " ... " .. " ..... , ... . 8,62 Mixer ... , .. ,"".."."" ......... , .." ................... ,.".,' .................... ,"" , .... ,' ,.,"., , .. 10,30 Motor Grader Operator
-Fine Grade .",'" .." ......... ".".........".""........ , ... 11.97 Motor Grade Operator ... """...."".......... , ......... " .... ".,"".......""." .. ,,, ..... . 10,96 Pavement Marking
Machine ." .... " ..... " ... " ... ".".. ,,.,"""'"." ... ",," ....... ". 7.32 Roller, Steel Wheel Plant-Mix Pavements "."..................... " ...... " ........ . 9.06 Roller, Steel
Wheel Other Flatwheel or Tamping ""........"".""""..,, .... ' 8.59 Roller, Pneumatic, Self-Propelled .., ... , ...... ,"',.,,, .. ,,., ...... , ..,""" ..... "".".. 8,48 Scraper ". "
........................... ""."" ..... " ....... " .................... " .................... , 9.63 Tractor -Crawler Type "."..,,",.., .... ,"'" "',............ " .......... ' " ..".",..
, ..... .. 10.58 Tractor -Pneumatic .." ....... " .... " ........................ "., .. " ............. " ...... , .. , , .. 9.15 Traveling Mixer .... , .... ", ... ,." .... ,. ".."".....
" ..... , ... , ... , .." .......... " ........ ,' " .. .. 8.83 Wagon -Drill, Boring Machine .... " ........... " .......... " .............. " ............. , 12,00 Reinforcing Steel
Setter -Paving ......""."""... " ...... """""".........,,.....,, 13.21 Reinforcing Steel Setter -Structures ""..""............... " ...... ""................ 13.31 Steel Worker -Structural
.............. ", .................... , ............................... .. 14.80 Spreader Box Operator ........... , ... ,,, ........ , ........ ',,,,,, ........ ,,,, ...... ,,........
',, .. 10.00 Work Zone Barricade " ....... ,., .. ", ..""......... " ..... " ..... ""............. ,' , ......... .. 7.32 Truck Driver -Single Axle (Light) " .." .................. "
.......... " ................ .. 8.965 Truck Driver -Single Axle (Heavy) .............. " .................................. ,," 9,02 Truck Driver -Tandem Axle (Semi-Trailer) ........................
... " .. "".. ,, .. 8,77 Truck Driver -Lowboy/Float ...... " .... " ................ ""..... " ...... " ............. " 10.44 Truck Driver -Transit Mix ........"."........ " ......................
" ....... "".".".. .. 9,47 TruckDriver Winch ' ..................... " ... , ............ "" .."".... ,', ................. " 9.00 Vibrator Operator -Hand Type ....... " ....... " ......
, .." .... """ ...... ,, .........."" 7.32 SP-5 
; Rates Fringes Welder .................................................................................................... 11.57 Unlisted classifications needed for work not included
within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29 CFR 5.5(a) (1) (v)). In the listing above, the "SU"
designation means that rates listed under that identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been
determined to be prevailing. SP.14 CLAIMS FOR DAMAGES OR INJURY Item 1.24.3 -SMALL CLAIMS FOR DAMAGE OR INJURY is amended to read as follows: If any person files a claim against the
Owner or Contractor for personal injury or property damage resulting from, arising out of, or caused by, the operations of the Contractor, or any work within the limits of the project,
the Contractor must either submit to the Owner a duly executed full release within thirty (30) days from the date of written claim, or immediately report the claim to his liability insurance
carrier for their action in adjusting the claim. If the Contractor fails to comply with this provision within the stipUlated time limit, it will be automatically deemed that the Contractor
has appointed the Owner as its irrevocably Attorney-In-Fact authorizing the Owner to report the claim directly with the liability insurance carrier. This provision is in and of itself
a Power-of-Attorney from the Contractor to the Owner which authorizes the Owner to take said action on behalf ofthe Contractor without the necessity of the execution ofany other document.
Ifthe Contractor fails to comply with the provisions of this item the Owner, at its own discretion, may terminate this contract or take any other actions it deems appropriate. Any payment
or portion thereof due the Contractor, whether it is a final payment, progress payment. payment out of retainage or refund payment may be withheld by the Owner as is authorized by Item
1.52. Bankruptcy, insolvency or denial ofliability by the insurance carrier shall not exonerate the Contractor from liability. As a result of the additional work created to Owner due
to un-responded claims for damages by Contractor to third parties, Contractor shall incur penalties for failure to abide by this Special Provision. In accordance with the obligations
set forth in Special Provision Item 1.24.3, Contractor shall respond to the claimant in writing regarding the status of the claim. including whether Contractor disputes the claim, wishes
to settle, Or will notify its liability insurance carrier regarding the claim. Contractor will be assessed a penalty by Owner of $75.00 per claim, for its failure to respond to the claimant
as described above within thirty days ofits written notice ofclaim by the City. To ensure Contractor compliance, the Owner shall be notified, by copied correspondence of responses or
settlement by Contractor. SP.15 COOPERATION OF CONTRACTORS The Contractor shall have on the project at all times, as his agent, a competent Superintendent capable of reading and thoroughly
understanding the plans and specifications, and thoroughly experienced in the type of work being performed. The Superintendent shall have full authority to execute orders or directions
and to promptly supply such materials, equipment, tools, labor and incidentals as may be required. Such superintendent shall be furnished irrespective ofthe amount ofwork subcontracted.
The Superintendent and the Contractor shall be responsible for all work performed by the subcontractor at all times during construction. SP-6 
SP.16 ANTITRUST The Contractor hereby assigns to the Owner any and all claims for overcharges associated with this contract which arise under the antitrust laws of the United States
15 U.S.c.A. Sec. I, et seq. (1973). SP.17 PUBLIC UTILITIES AND OTHER PROPERTY TO BE CHANGED In case it is necessary to change or move the property of any Owner or of a public utility,
such property shall not be moved or interfered with until authorized by the utility company or approved by the Owner. The right is reserved to the Owner or public utilities to enter
upon the limits of the project for the purpose ofmaking such changes or repairs of their property that may be made necessary by the perfonnance of this contract. SP.18 EXISTING UTILITIES
AND SERVICE LINES The Contractor shall be responsible for the protection of al1 existing utilities or service lines crossed or exposed by his construction operations. Where existing
utilities or service lines are cut, broken, or damaged, the Contractor shall replace the utilities or service lines with the same type of original construction, or better, at his own
cost and expense. Existing landscaping and irrigation shall be protected at all times. SP.19 USE OF EXPLOSIVES Use of explosives will not be allowed. SP.20 INSURANCE Each insurance policy
that the Contractor must furnish in accordance with these contract documents shall name the Town ofAddison and the Engineer as additional insured. 1.0 The Contractor shall agree to furnish
and maintain, during the coverage meeting the following requirements: contract period, insurance 1.1 Commercial General Liability Insurance at minimum combined single limits of $500,000
per occurrence and $1,000,000 general aggregate for Bodily Injury and Property Damage, which coverage shaH include Products/Completed Operations, and XCU Hazards, Contractual Liability
must be maintained with respect to the Contractor's obligations contained in the contract. The policy must be amended to provide a per-project general aggregate limit of insurance of
$1,000,000 with respect to this contract. 1.2 Workers Compensation Insurance at statutory limits, including employer's liability coverage at minimum limits of $500,000 by disease aggregate,
$100,000 by disease -per occurrence, $100,000 per occurrence -each accident. (See attachment on Workers Compensation Commission rules) 1.3 Commercial Automobile Liability Insurance at
minImUm combined single limits of $1,000,000 per occurrence for bodily injury an property damage, including owned, nonowned, and hired car coverage. 2.0 Contractor shall provide the
following endorsements: 2.1 Named insured wording which includes the Contractor and the To",n of Addison with respect to general liability and automobile liability. 2.2 All liability
policies shall contain cross liability and severability of interest clause. -SP-7 
i 2.3 A waiver of subrogation in favor of the Town of Addison with respect to the workers' compensation insurance. 2.4 The policy shall be endorsed to require the insured to immediately
notify the Town of Addison of any material changes in the insurance coverage. 2.5 The certificate shall notate the Project Name or Bid Number. 2.6 All certificates shall be mailed to
Town of Addison, Purchasing Dept., P.O. Box 90 I0, Addison, Texas 7500 I. 3.0 All insurance shall be purchased from an insurance company who meets the following requirements: 3. I Is
acceptable to the Town with regard to financial strength and stability. 3.2 Licensed and admitted to do business in the State of Texas. 4.0 All insurance must be written on fonus filed
with and approved by the Texas State Board of Insurance. Certificates of insurance shall be prepared and executed by the insurance company or its authorized agent and shall contain provisions
representing and warranting the following: 4.1 The company is licensed and admitted to do 􀁢􀁵􀁵􀁳􀁩􀁮􀁥􀁾􀁳􀀠in the State of Texas. 4.2 The company's forms have been approved by the
Texas State Board of Insurance. 4.3 Sets forth all endorsements as required above. 4.4 The Town of Addison will receive at least sixty (60) days notice prior to cancellation or termination
of the insurance. 5.0 Upon request, Contractor, shall furnish the Owner with: a) certified copies of all insurance policies, and b) valid Certificates of Insurance covering all subcontractors
in accordance with the insurance requirements set forth herein for Contractor. SP.21 WORKERS' COMPENSATION lNSURANCE COVERAGE A. Definitions Certificate of Coverage ("certificate"):
A copy of a certificate of insurance, a certificate of authority to self insure issued by the Texas Workers' Compensation Commission (the "TWCC"), or a coverage agreement (TWCC-81, TWCC-82,
TWCC-83 or TWCC-84), showing Statutory Workers' Compensation Insurance coverage for the person's or entity's employees providing services on a project, for the duration ofthe project.
Duration of the Proj ect: Includes the time from the beginning of the work on the project until the Contractor's!person's work on the project has been completed and accepted by the governmental
entity. Persons Providing Services on the Project ("subcontractor" in Section 406.096 of the Texas Labor Code): Includes all persons or entities performing all or part of the services
the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees.
This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner-operators, SP-8 
employees of any such entity or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering
equipment or materials, or providing labor, transportation, or other services related to a project. "Services" does not include activities unrelated to the project, such as foodJbeverage
vendors, office supply deliveries, and delivery of portable toilets. B. The Contractor shall provide coverage, based on property reporting of classification codes and payroll amounts
and filing of any coverage agreement, which meets the statutory requirements of Texas Labor Code, 401.011(44) for all employees of the Contractor providing services on the project, for
the duration of the project. C. The Contractor must provide a certificate of coverage to the Owner prior to being awarded the contract. D. If the coverage period shown on the Contractor's
current certificate of coverage ends during the duration of the project, the Contractor must, prior to the end of the coverage period, file a new certificate of coverage with the Owner,
showing that the coverage has been extended. E. The Contractor shall obtain from each person providing services on the project, and provide to the Owner; l) a certificate of coverage,
prior to that person beginning work on the project, so that the Owner will have on file certificates of coverage showing coverage for all persons providing services on the project; and,
2) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage
ends during the duration of the project; F. The Contractor shall retain all required certificates of coverage on file for the duration of the project and for one year thereafter. . G.
The Contractor shall notify the Owner in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any changes that materially
materially affects the provisions ofcoverage ofany person providing services on the project. H. The Contractor shall post on each project site a notice, in the text, form and manner
prescribed by the TWCC, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report
failure to provide coverage. 1. The Contractor shall contractually require each person ,vith whom it contracts to provide services on a project to: 1) provide coverage, based on proper
reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Codes 401.011 (44) for all its employees
providing services on the project, for the duration of the project; 2) provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing
that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; SP-9 
3) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate
of coverage ends during the duration of the project; 4) obtain from each person with whom it contracts, and provide to the Contractor; a) a certificate of coverage, prior to the other
person beginning work on the project; and, b) a new certificate of coverage showing extension of the coverage period, prior to the end of the coverage period, if the coverage period
shown on the current certificate of coverage ends during the duration ofthe project. 5) retain all required certificates of coverage on file for the duration of the project and for one
year thereafter; 6) notifY the Owner in writing by certified mail or personal delivery, within iO-days after the person knew or should have known, of any change that materially affects
the provision of coverage ofany person providing services on the project; and 7) contractually require each other person with whom it contracts to perform as required by paragraphs (I)
-(7) with the certificate of coverage te) be provided to the person for whom they are providing services. . J. By signing this contract or providing or causing to be provided a certificate
of coverage, the Contractor is representing to the Owner that all employees of the Contractor who will provide services on the project will be covered by worker's compensation coverage
for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with
the appropriate insurance carrier or, in the case of a self-insured, with the TWCC's Division of Self-Insurance Regulation. Providing false or misleading information may subject the
Contractor to administrative penalties, criminal penalties, civil penalties or other civil actions. K. The Contractor's failure to comply with any of these provisions is a breach of
contract by the Contractor which entitles the Owner to declare the contract void if the Contractor does not remedy the breach within ten days after receipt of notice ofbreach from the
Owner. The following is the form of notice of workers' compensation coverage prescribed by the TWCC. Pursuant to Section 1I0.IIO (d) (7), this notice must be printed with a title in
at least 30-point bold type, and text in at least 19-point nominal type, and shall be in both English and Spanish and any other language common to the worker popUlation. REQUIRED WORKERS'
COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance.
This includes persons providing, hauling or delivering equipment or materials, or providing labor or transportation or other services related to the project, regardless of the identity
oftheir employer or status as an employee. "Call the Texas Workers' Compensation Commission (TWCC) at (512) 4403789 to receive further information on the legal requirements for coverage,
to verifY whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." SP-1O 
SP,22 RESOLUTION OF DISPUTES The parties hereby covenant and agree that in the event of any controversy, dispute, or claim of whatever nature arising out of, in connection with or in
relation to the interpretation, performance or breach of this agreement, including but not limited to any claims based on contract, tort or statute before filing a lawsuit the parties
agree to submit the matter to Alternative Dispute Resolution pursuant to the laws ofthe State of Texas, The parties shall select a third party arbitrator or mediator from the current
list of neutrals on file with the Alternative Dispute Resolution Administrator of the Dallas County District Courts. All forms of Alternative Dispute Resolution may be used except binding
arbitration. The proceedings shall be conducted in accordance with the laws of the State ofTexa5, SP.23 NON-DISCRIMINATION POLICY It is the policy of the Town of Addison to afford all
people an equal opportunity to bid on any contract being let by the Town. The Town ofAddison has a policy that prohibits discrimination against any person because of race, color, sex,
or national origin, in the award or performance ofany contract. The Town ofAddison will require its employees, agents, and contractors to adhere to this policy, SP.24 COMP,LlANCE WITH
IMMIGRATION LAWS " Contractor shall take all steps necessary to ensure that all of the contractor's employees are authorized to work in the United Stages as required by the Immigration
Reform and Control Act of 1986, SP,25 COMPLIANCE WITH GENERAL RULES AND LAWS Contractor shall fumiliarize himself with the nature and extent of the specifications, site conditions, ,traffic
and safety requirements, and comply with all federal, state and local laws, ordinances, rules and regulations, Contractor shall determine how compliance with requirements, laws, rules,
and regulations will affect his cost, progress, or performance of the Work and include that cost in his bid, SP.26 SHOP DRAWING Contractor shall furnish a minimum of four and a maximum
of six copies of shop drawings for review by the Town, Shop drawings shall include all items to be installed in the project, including: • Concrete Mix Designs (14-days minimum prior
to pour) SP.27 BARRICADES, WARNING SIGNS, DETQIIR,S AND SEOUENCE OF WORK A. Throughout the construction operations, streets and intersections will remain open to traffic by constructing
the work in stages, All streets, driveways, adjacent business and alleys shall remain open to traffic as far as is practicable. B, General Construction: The Contractor shall plan his
work sequence in a manner that will cause minimum interference with traffic during construction operations. Before beginning work on this project, the Contractor shall submit, for approval
by the Owner, a plan of construction operations outlining in detail a sequence of work to be followed; setting out the method of handling traffic on streets, roads and driveways along,
across and adjacent to the work. If at any time during the construction, the Contractor's proposed plan of operation for handling traffic does not provide for safe comfortable movement,
the Contractor shall immediately change his operations to correct the unsatisfactory conditions, SP·tl 
Ditches across the traffic lanes will be kept covered with a portable traffic-bearing surface at all times unless work in the ditch is in progress. Only one lane of traffic may be closed
at a time when work is in progress in a ditch. C. Safety: The Contractor shall provide, construct and maintain barricades and signs at locations set out in the plans and in the Special
Provisions in accordance with the Texas Manual on "Uniform Traffic Control Devices for Streets and Highways". In addition, he shall provide and maintain such other barricades and signs
as deemed necessary by the Owner, and provide and maintain, between sunset and sunrise, a sufficient number of lights at barricades and points of danger for the protection of vehicular
and pedestrian traffic. Barricades shall be placed in such a manner as not to interfere with the sight distance of drivers entering the street from side streets. The Contractor shall
keep traveled surfaces used in his hauling operation clear and free of dirt or other material. The Contractor shall provide and maintain qualified flagmen at such points and for such
periods of time as may be required to provide for the safety and convenience of public travel and Contractor's personnel. SP.28 CONSTRUCTION IN PUBLIC ROADS ANI) PRIVATE DRIVES No public
road shall be entirely closed overnight. It shall be the responsibility of the Contractor to build and maintain all weather bypasses and detours, if necessary, and to properly light,
barricade and mark all bypasses and detours that might be required on and across the roads involved in the work included in this contract. No interference with traffic flow on city streets
shall be permitted during the hours of 6:30 a.m. to 9:30 a.m. and 3:30 p.m. to 7:30 p.m., Mondays through Fridays. The Contractor shall make every effort to complete construction and
allow immediate access to adjacent property at driveway entrances located along the roadways. Owners or tenants of improvements where access and/or entrance drives are located shall
be notified at least twenty-four (24) hours prior to the time the construction will be started at their driveways or entrances and informed as to the length of time driveways will be
closed. Contractor shall at all times maintain at least one point of access into all properties, unless obtaining written permission from property owner to do otherwise with such written
pennission being provided to the Town's inspector. The Contractor shall be responsible for all road and entrance reconstruction and repairs and maintenance of same for a period of one
year from the date of such reconstruction. In the event the repairs and maintenance are not made immediately to the satisfaction of the Owner, and it becomes necessary for the Town to
make such repairs, the Contractor shall reimburse the Town for the cost of such repairs. The Contractor shall, at all times, keep a sufficient width of the roadway clear of dirt and
other material to allow the free flow of traffic. The Contractor shall assume any and all responsibility for damage, damage, personal or otherwise, that may be caused by the construction
along roads and private drives. SP-I2 
SP.29 EXCAVATION SAFETY SYSTEMS The work performed under this section of the specifications consists of providing trench safety systems consisting of shoring, sheeting, trench shield,
andlor laid back slopes to meet the trench safety requirements of the Occupational Safety and Health Administration (O.S.H.A.), as required for this project and specified herein. A.
General Trench safety systems shall be provided by the Contractoras prOvided in Subpart P -Excavation, Trenching and Shoring, Part 1926 of the Code of Federal Regulations which describes safety and health regulations as administered by the U.S. Department
of Labor Occupational Safety and Health Administration (O.S.H.A.). The standards specified by the O.S.H.A. Regulations shall be the minimum allowed on this project. It shall be the responsibility
of the Contractor to design and install adequate trench safety systems for all trenches excavated on this project. The Contractor shall furnish to the Owner for review, prior to beginning
construction activity, a Trench Safety Plan for the entire project. The trench safety plan must be prepared and sealed by a Professional Engineer registered in the State of Texas. In
addition, all trench safety systems utilized in this project must be designed by a Professional Engineer registered in the State of Texas. The Contractor shall be totally responsible
for the safety of all persons involved in the construction of this project. '. B. Core Borings Any core borings and soil data furnished by the Owner are for the convenience of the Contractor.
The Contractor shall be responsible for any additional soil or geotechnical information required. The Contractor shall be responsible for properly designed trench safety systems to be
utilized for any type of subsurface condition found on this project. The furnishing of soil information by the Owner in no way relieves the Contractor ofthis obligation. If no core borings
or soil data are furnished by the Owner, it shall be the Contractor's responsibility to obtain whatever geotechnical information required for preparation of trench safety systems. C.
Inspections In addition to the inspections of the trench and trench safety systems required of the Contractor by the O.S.H.A. Regulations, the Owner may further inspect the work. The
Owner shall ha.ve the right to reject any trench safety systems which he finds to be inadequate, and the Contractor shall immediately improve the system to comply with this specification.
D. Measurement and Payment Measurement and payment of Trench Safety Systems shall be based on the actual linear footage of the pipe installed on the project. The payment sha.ll be full
compensation for all planning, engineering, materials, equipment, fabrications, installation, recovery and all incidental work required. All excavation and backfill in addition to that
specified elsewhere in these specifications shall be considered subsidiary to this bid item. SP.30 PROJECT VIDEO Prior to start of construction, Contractor shall color videotape construction
area and property adjacent to construction. The Contractor shall furnish the Owner a copy of the tape in VHS format prior to commencement of project. This shall be subsidiary to project.
SP-13 
SP.31 RECORD DRAWINGS The Contractor shall maintain record drawings and legibly annotate shop drawings to record changes made after review. A red felt-tip marking pen shall be used for
all recording. Submittal: At the completion of the project, and 14-days prior to request for final payment the Contractor shall deliver record drawings to the Owner which shall include
the following: • Delineation ofeach change made to the construction plans during construction. • Certification that each document as submitted is complete and accurate. • Signature of
Contractor or his authorized representative. SP.32 EXISTING STRUCTURES The plans show the location of all known surface and subsurface structures. However, the Owner assumes no responsibility
for failure to show any or all of these structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis
for claims for additional compensation of extra work or for increasing the pay quantities quantities in any, manner whatsoever, unless the obstruction encountered is such as to necessitate
changes in the lines or grades, or require the building of special work, provisions for which are not made in the Plans and Proposal, in which case the provision in these Specifications
fQr extra work shall apply. SP.33 WATER. FOR CONSTRUCTION The Contractor shall make the necessary arrangements with the Town of Addison for securing and transporting all water required
in the construction, including water required for mixing of concrete, sprinkling, testing or flushing. Water required for construction shall be paid for by the Contractor at the Town
of Addison prevailing rates. There will be no separate pay item for connection into the existing water system and quantity of water required for construction purposes. The Contractor
shall obtain a water meter from the Town (deposit required). SP.34 STAKING Contractor shall provide and pay for staking to construct the project. The Town of Addison will provide control
control staking (benchmark and horizontal control point). Such control is shown in the Construction Plans. SP-14 
i [, TABLE OF CONTENTS c! ·.: r" :;. . Section AB Advertisement for Bids t C''; Section IB Instructions to Bidders ,r ' ;, . Section PF Proposal Form ·f 􀁾􀀠 "'., Section CA Contract
Agreement •>, , Section PrB Performance Bond , Section PyB Payment Bond . Section MB Maintenance Bond ;i ,f . Section BP Contractor's Affidavit ofBills Paid t, ( Section GP General Provisions
f \ Standard Specifications for Public Works 􀁃􀁯􀁮􀁾􀁴􀁲􀁵􀁣􀁴􀁩􀁯􀁮􀀬􀀠 [ North Central Texas (separate document not furnished) ! Section SP Special Provisions JI1!-............. l.
( 􀁦􀁦􀁬􀁾􀁜􀀠 JOHN W, BlRKHOFF..J !{ ii:;54137:-';J ( , 􀁾􀀽􀁾􀁹 ,,7,; ............ THESE DOCUMENTS ARE FOR BIDDING, : CONSTRUCTION AND PERMIT PURPOSES. 􀁃􀁽􀁡􀁦􀀻􀁶􀀧􀁂􀀻􀁾􀀴􀀯􀀡􀁦􀀠
Date ,5',*'1/0 I f ,{ j"\Clcricn!l,:ui,hwnl.2000-I'ill'.spc.;s\iccb.sp\iodtx.doc • L 
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􀀨􀁾􀀠 ( SECTION AB r; ADVERTISEMENT FOR BIDS { . r . ), Sealed bids addressed to the Town of Addison, Texas, for Driveway Paving Improvements at Beltline and l Midway, in the Town of
Addison, Texas, hereinafter called "City" in accordance with specifications and , contract documents prepared by Shimek, Jacobs & Finklea, LLP. will be received at the office of Bryan
Langley, Assistant Finance Director, Finance Building, 5350 Belt Line Road, Addison, Texas until 2:00 p.m. i 􀁾􀀠, on Tuesday, June S, 2001. Bids received by the appointed time will
be opened and read aloud, Any bids received after closing time will be retume'd unopened. Unsigned bids will not be considered, rt t . 2. The Contractor shall identify his bid on the
outside of the envelope by writing the words DRIVEWAY PAVING IMPROVEMENTS AT BELTLINE AND MIDWAY, Bid No, 01-28. f t::: 3. Bids shall be accompanied by a cashier's check or certified
check upon a national or state bank in an amount not less than five percent (5%) of the total maximum bid price payable without recourse to the Town of r-Addison, or a bid bond in the
same amount from a reliable surety company licensed by the State of Texas to act as a Surety and be listed on the current U ,So Treasury Listing of Approved Sureties, or a Binder of
t ",'. Insurance executed by a surety company licensed by the State of Texas to act as a surety or its authorized ,r,, agent as a guarantee that the bidder will enter into a contract
and execute a Performance Bond within ten (10) , days after notice of award of contract to him. , 4. Plans, specifications and bidding documents may be secured from Bryan Langley, Assistant
Finance 􀁾􀀠 Director, Finance Building, 5350 Belt Line Road, Addison, Texas, There will be no fee Or deposit for ( documents. f l 5, The right is reserved by the Mayor and the City
Council as the interests of the City may require to reject any ,I or all bids and to waive any informality in bids received. f 6. The Bidder (Proposer) must supply all the information
required by the Proposal Proposal Form. L 7. A Performance Bond, Labor and Material Payment Bond, and Maintenance Bond will be required by the Owner; each Bond shall be in the amount
of 100% of the total contract amount. Bonds shall be issued by a f surety company licensed by the State of Texas to act as a Surety and be listed on the current U,S. Treasury Listing
of Approved Sureties. 8. For information on bidding or to secure bid documents, contact Bryan Langley at (972) 450-7090. For information on the work to be performed, call Steve Chutchian,
P.E., Assistant City Engineer, Town of Addison (972) 450-2871 or John Birkhoff, Shimek, Jacobs & Finklea, L.L.P, (214) 361-7900, 9. The project consists offurnishing and installing perimeter
fencing in accordance with the specifications, 10, Estimated quantities for major items include the following: Description Quantity 8" Reinforced Concrete Pavement 325 S.Y. 1L No Pre-Bid
Conference will be held, I, l . TOWN OF ADDISON, TEXAS I ( , \, I l 􀁪􀀺􀁜􀁃􀁫􀁲􀁩􀁾􀁜􀀺􀁗􀁏􀁏􀀮􀁉􀀹􀁏􀁜􀁊􀁰􀁥􀁡􀁜􀁴􀁴􀂢􀁣􀁨.. sp\;.ll>-l.doc \ AB·2 
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ri SECTION IB ,,r) INSTRUCTIONS TO BIDDERS r ;, ,.. A. PROJECT: Driveway Paving Improvements at Beltline and Midway in the Town of Addison. \ L. B. PROJECT DESCRJPTION: This project
consists of furnishing and installing 325 square yards of 8-inch reinforced concrete pavement in accordance with the specifications. c· It . C. PROPOSALS: Proposals must be in accordance
with these instructions in order to receive consideration. L (-D. DOCUMENTS: Documents include the Bidding Requirements, General Provisions, Special provisions, Technical Specifications,
Drawings plus Addenda which may be issued by the Consul tant during the bidding period. Bidding Documents may be viewed and/or obtained under the terms and conditions set forth in the
􀁾􀀬􀀠 Advertisement for Bids, Section AB of this Proj ect Manual. L E. EXAMINATION OF DOCUMENTS AND SITE: Bidders shall carefully exarrrine the Bidding Documents and the construction
site to obtain first-hand Imowledge of the scope and the conditions of the Work. Each r Contractor, Subcontractor and Sub-subcontractor, by sUbrrritting a proposal to perform any portion
of the t l. Work, represents and warrants that he has exarrrined the Drawings, Specifications (Project Manual) and the site of the work, and from his own investigation has satisfied
himself as to the scope, accessibility, nature f and location of the Work; the character of the equipment and other facilities needed of the performance of t the Work; the character
and extent of other work to be performed; the local conditions; labor availability, practices and jurisdictions and other circumstances that may affect the performance of the Work. No
f additional compensation will be allowed by the Owner for the failure of such Contractor, Subcontractor of [ Sub-subcontractor to inform himself as to conditions affecting the Work.
F. INTERPRETATION OF DOCUMENTS: If any person contemplating submitting a bid for the proposed [ Contract is in doubt as to the meaning of any part of the Drawings, Specifications (Project
Manual) or other proposed Contract Documents, he may subrrrit to the Consultant, not later than four (4) calendar days prior to the date set for opening bids, a written request for an
interpretation or clarification. Bidders should act [ promptly and allow sufficient time for a reply to reach them before preparing their bids. Any interpretation or clarification will
be in the form of an Addendum duly issued. No alleged verbal interpretation or ruling will be held binding upon the Owner. G. SUBSTITUTIONS: Conditions governing the submission of substitutions
for specific materials, products, equipment and processes are in the Special Provisions. Request for substitutions must be received by the Consultant seven (7) calendar days prior to
the established bid date. H. ADDENDA: Interpretations, clarifications, additions, deletions and modifications to the Documents during the bidding period will be issued in the form of
Addenda and a copy of such Addenda will be mailed, faxed I I or made available for pickup to each person who has been issued a set of the Bidding Documents. Addenda will be a part of
the Bidding Documcnts and the Contract Documents, and receipt of them shall be aclmowledged in the Bid Form. All such interpretations and supplemental instructions will be in the form
of written addenda to the contract documents which, if issued, will be sent by U. S. Mail, facsimile, or available for pickup to all prospective bidders (at the respective addresses
furnished for such purposes) not later than three (3) calendar days prior to the date fixed for the opening of bids. If any bidder fails to l . aclmowledge the receipt of such addenda
in the space provided in the bid form, his bid will nevertheless be construed as though the receipt of such addenda has been aclmowledged. r· .. jl-_, r \, l j:\Clerical\addison\2000-190\specs\!ech_s
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C? L 1r-' . L COMPLETION TIME: A reasonable completion time has been established by the Owner and is indicated in the Proposal Form. r' J. PREPARATION OF BIDS: Prices quoted shall include
all items of cost, expenses, taxes, fees and charges i" incurred, or arising out of, the performance of the work to be performed under the Contract Bids shall be c signed in ink. Any
bid on other than the required form will be considered informal and may be rejected. f Erasures or other changes in a bid must be explained or noted over the initials of the bidder.
Bids containing i any conditions, omissions, unexplained erasures and alterations, or irregUlarities of any kind may be rejected L as informal. The prices should be expressed in words
and figures or they may be deemed informal and may be rejected. In case of discrepancy between the prices written in the bid and those given in the figures. the price in writing will
be considered as the bid. Failure to submit all requested information will make a bid r·. \ t irregular and subject to rejection. Bids shall be signed with name typed or printed below
signature. and. if a partnership, give full name of all partners. When bidder is a corporation, bids must be signed with the legal f' name of the corporation followed by the name of
the state of incorporation and the legal signature of an 􀁾􀀠 L officer authorized to bind the corporation to a contract. r K. SUBMITTAL OF BIDS: Sealed proposal will be received at
the time, date and place stated in the ,. : Advertisement for Bids. Proposals shall be made on unaltered Proposal Forms furnished by the Consultant. Submit proposal in an opaque, sealed
envelope addressed to the Owner and plainly mark on the outside of { the envelope the project name, and the name and address of the bidder. The Bid Bond must be completed t and signed
by each bidder and submitted with the bid. Submit Bids by mail or in person prior to the time for receiving bids set forth in the Advertisement for Bids issued by the City. r,. 􀁾􀀠
L. MODIFICATION AND WTTIIDRAW AL OF BIDS: Prior to the time set for bid opening, bids may be withdrawn or modified. Bids may be modified only on the official bid form and must be signed
by a person legally empowered to bind the bidder. No bidder shall modifY, withdraw or cancel his bid or any part thereof for thirty (30) calendar days after the time agreed upon for
the receipt of bids. M. DISQUALIFICATION OF BIDDERS: Bidders may be disqualified and their proposal not considered for 1 any of the following specific reasons: I) Reason for believing
collusion exists among the bidders. [ 2) Reasonable grounds for believing that any bidder is interested in more than one proposal for the work contemplated. 1 3) The Bidder or his surety
being currently in any litigation against the Owner, or where such litigation is contemplated or imminent, in the sole opinion of Owner. 4) The bidder being in arrears on any existing
contract or having defaulted on a previous contract. 1 5) Lack of competency, responsibility or financial capability as revealed by the bid questionnaires, financial statement, etc.
\ 6) Uncompleted work which in the judgement of the Owner shall prevent or hinder the prompt completion L of additional work ifawarded. 7) Failure of bidder to use Owner's form of bid
bond in submitting his bid, or submission ofa cashier's L check drawn on a state or national bank not located in the Owner's jurisdiction area. < . 8) Unbalanced value of any bid items.
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\ ( "" . N. SUBMISSION OF POST.BID INFORMATION: Upon notification of acceptance, the selected bidder { shall, within five (5) calendar days, submit the following: \ . 1) A designation
of the portions of the Work proposed to be performed by the bidder with his own force. 2) A list of names of the subcontractors or other persons or organizations, including those who
are to , . furnish materials and equipment fabricated to a special design proposed for such portions of the Work :, as may be designated in the Bidding Documents or as may be requested
by the Consultant. 􀁾􀀠. r • 3) The bidder will be required to establish to the satisfaction of the Owner and the Consultant the 1 reliability and responsibility of themselves and proposed
Subcontractors and suppliers to furnish and perform the Work. Bidder to provide experience record, including contact references (names and telephone) and dollar size ofproject. f t:.
O. A WARD: The Owner reserves the right to accept any or to reject any bids without compensation to bidders and to waive irregularities and formalities. f' r. 􀁾􀀠 ". P. EXECUTION OF
THE CONTRACT: The successful bidder will be required to enter into a contract with the Owner within ten (10) calendar days of notice by the Owner that his bid has been accepted. Failure
to ! enter into contract within the established time limit without proper justification shall be considered grounds t for forfeiture of the bid bond. r, Q. CONSTRUCTION SCHEDULE: It
is the Owner's desire to have the project completed and operational in t as short a time as possible. The number of calendar days for completion of the project will begin with the I
date specified in the Notice to Proceed. The Notice to Proceed will be issued in a manner to facilitate a smooth construction of the project. In no instance shall ihe number of calendar
days for completion of the work measured from the proposed r date of beginning exceed Forty-Five (45) calendar days. l R. LIQUIDATED DAMAGES: The time of completion is the essence of
this contract. For each calendar day that any work shall remain uncompleted after the time specified 'in the proposal and the contract, or the [ increased time granted by the Owner,
or as equitably increased by additional work or materials ordered after the contract is signed, the sum per day given in the following schedule shall be deducted from the monies due
the Contractor: I $240.00 per Calendar Day The sum of money thus deducted for such delay, failure or non·completion is not to be considered as a penalty, but shall be deemed, taken and
treated as reasonable liquidated damages, per calendar day that the Contractor shall be in default after the time stipulated in the contract for completing the work. The said amounts
are fixed and agreed upon by an between Owner and Contractor because of the impracticability and L extreme difficulty of fixing and ascertaining the actual damages the Owner in such
event would sustain; and said amounts are agreed to be the amounts of damages which the Owner would sustain and which shall be retained from the monies due, or that may become due, the
Contractor under this contract; and if said monies :, be insufficient to cover the amount owing, then the Contractor or his surety shall immediately pay any additional amounts due. If
the contractor finds it impossible, for reasons beyond his control, to complete the work within the contract time as specified, the Contractor may make a written request for an extension
of time in accordance with the General Provisions. S. FORM OF CONTRACT: The contract for the construction of tbe project will be drawn up by the Owner. [ A sample form ofagreement is
included in the Contract Agreement Section. (, 􀁩􀀺􀁜􀁾􀀡􀁥􀁲􀁩􀁣􀀭􀁡􀁬􀁜􀁵􀁤􀁤􀁩􀁳􀁐􀁮􀁜􀀲􀀰􀀰􀀰􀀭􀀱􀀹􀀰􀁜􀁳􀁰􀁥􀁣􀁳􀁜􀁴􀁃􀁬􀀺􀁉􀁉􀀭􀁳􀁰􀁜􀁩􀁢􀀭􀀱 ,doc: IB-4 ( 
i I' T. BONDS: A Performance Bond, a Labor and Material Payment Bond and a Maintenance Bond each in the f'; amount of 100% of the contract will be required by the Owner. Sample forms
have been included in the L ' Performance Bond, Payment Bond and Maintenance Bond sections, ,rU, BID SECURITY: Bids shall be accompanied by a cashier's check or certified check upon
a national or c state band in an amount not less than five percent (5%) of the total maximum bid price payable without recourse to the Town of Addison, or a bid bond in the same amount
from a reliable surety company as a (' guarantee that the bidder will enter into a contract and execute Performance Bond within ten (10) calendar L days after notice of award of contract
to him. Such checks or bid bonds will be returned to all except the three lowest bidders within three (3) days after the opening of bids, and the remaining checks or bid bonds r' will
be returned promptly after the Owner has made an award of contract, or, if no award has been made t_ within thirty (30) calendar days after the date of the opening of bids, upon demand
of the bidder at any time thereafter, so long as he has not been notified of the acceptance of his bid. "\ V. RESOLUTIONS: If the bidder is a corporation, a copy of the resolution empowering
the person submitting l the bid to bind the bidder must be included with the bid. r W. CONSTRUCTION STAKING: Benchmarks and horizontal control are shown on the plans. The Town of i '
" Addison will conduct Quality Control Surveys as they determine necessary. f X. FINAL PAYMENT: The general provisions for Final Payment shall be as stated in Item 1.51.4 of the l North
Central Texas Standard Specifications for Public Works Construction (1983 Edition) including all Amendments and Additions. Prior to final payment the Contractor shall provide the Owner
with the r. following items: i I) A Contractor's Affidavit of Bills Paid in accordance with Section BP. ( t 2) A Consent of Surety Company to Final Payment. L 3) A complete set of Record
Drawings which indicate all construction variations from the original construction documents. r 4) A two (2) year Maintenance Bond in the amount of one hundred percent (100%) of the
contract in accordance with Section ME. I END OF SECTION IB i L , ; l. j 􀁜􀁾􀁫􀁲􀁩􀁣􀁡􀁬􀁜􀀮􀁬􀁤􀁤􀁩􀁬􀀰􀁮􀁜􀀲􀀰􀀰􀀰􀀭􀀱􀀹􀀰􀁜􀁳􀁰􀁥􀁣􀁳􀁜􀁉􀁃􀁣􀁨􀁟􀁳􀁰􀁜􀁩􀁢􀀭􀁬􀀮􀁤􀁯􀁣􀀠 1B·5 􀁾􀀭
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____________ _ r i \ F \. r" '\ t f \ <-""', t r' 􀁾􀀠. .. ' ct f: 4 r, l \ l , l L L I, l 􀁾􀀠 ,",f t r ,\ , 􀁾􀀬􀀠 (, t ( t BID FORM ,laO! TO: The Honorable Mayor and Town Council
Town of Addison, Texas Gentlemen: The undersigned bidder, having examined the plans, specifications and contract documents, and the location of the proposed work, and being fully advised
as to the extent and character of the work, proposes to furnish all equipment and to perform labor and work necessary for completion of the work described by and in accordance with the
Plans, Specifications and Contract for the following prices, to wit: Signed by: ACKNOWLEDGMENT OF ADDENDA: The Bidder acknowledges receipt of the following addenda: Addendum No, I Addendum
No, 2 Addendum No, 3 j.􀁜􀁣􀁬􀂫􀀧􀁫􀁡􀁬􀁬􀀮􀁬􀁤􀁤􀁩􀁾􀁣􀁬􀁉􀁾􀀱􀁪􀀮􀀱􀀹􀀨􀁪􀁜􀁳􀁰􀁣􀁣􀁳􀀧􀁴􀁥􀁴􀁨􀀭􀁳􀁰􀀧􀀮􀁰􀁲􀀮􀁬􀀮􀁤􀁯􀁣􀀠 PF-2 
\" ( r, TOWN OF ADDISON, TEXAS Driveway Paving Improvements at BeItIine and Midway Bid No. 01-28 r' \ BID SCHEDULE L (' L 􀁾􀀠 ! ,, lt.' !;' t r 􀁾􀀠 'L. r l t l L L 􀁾􀀠 L. (,, 􀁾􀀮􀀠
f • 􀁾􀀠 fC" Item Estimated No. Quantity 1 340 2 165 ! Price in Unit Description and Price in Words Figures Concrete Pavement Removal and Disposal. S.Y. including Curb complete, the
sum of Dollars and Cents per Square Yard S.F. Concrete Sidewal k Removal and Disposal complete, the sum of Dollars and Cents per Square Foot Furnishing and Installing 8-Inch Reinforced
3 ! 325 • S.Y. Concrete Pavement complete in place, the sum of Dollars: and Cents per Square Yard • Furnishing and Installing 6-Inch Monolithic 4 155 L.F. Curb complete in place, the
Sum of , Dollars and Cents per Linear Foot , , Furnishing and Installing 6-lnch Compacted 5 340 S.Y. Subgrade, including Excavation complete in place, the sum of Dollars and Cents per
Square Yard Extended Amount , t L 􀁬􀀺􀁜􀁁􀁤􀁤􀁬􀀡􀁯􀁊􀀩􀁜􀀲􀀰􀀰􀀰􀁊􀁾􀁜􀁴􀁥􀁥􀁢􀁬􀁪􀀾􀁲􀀮􀁾􀀮􀀩􀁬􀁪􀁳􀀠 PF-3 
(' I L ff c f' 1 , . ! L f, ( ". I L f l f 􀁾􀀠 i l F l [ L r. I L f 􀁬􀁾􀀠 [ t. Item Estimated Price in i Extended i No. Quantity Unit Description and Price in Words Figures Amount
Furnishing and Installing 4-Inch Reinforced 6 56 S.F. Concrete Sidewalk complete in place, the sum of , Dollars and Cents per Square Foot Furnishing and Installing Reinforced Concrete
7 98 S.F. Barrier Free Ramp complete in place, the sum of Dollars ' and i Cents per Square Foot Furnishing and Installing 4-Inch Wide White 8 50 LF. Stripe complete in place, the sum
of Dollars and Cents oer Linear Foot 9 : 60 LF. Removing Existing Retaining Wall complete, the sum of Dollars and Cents per Linear Foot I 10 35 LF. i Reconstructing Retaining Wall complete
in place, the sum of Dollars and Cents per Linear Foot T0l'AL AJ\1()UNT BID (Items 1 Throul!h to) I 􀁾􀀠 (,.. 􀁰􀁾􀀧􀀢 t' r '<.. f t. J􀀺􀁖􀁜􀀮􀁤􀁣􀁦􀁵􀁯􀁮􀁜􀀲􀀰􀀰􀀰􀁉􀀹􀁕􀀧􀁾􀁩􀁴􀁥􀁣􀁨􀁜􀁦􀀧􀁲􀀭􀀲􀀠
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\' ( ,,,...-.. NOTES: I, All items, labor, materials, equipment, facilities, incidentals and work required for construction , of the project are to be provided and installed by the Contractor
as part of the project and payment for the cost of such shall be included in the price bid for the construction ofthe project ,-, ,􀁾􀀠 2, Prices must be shown in words and figures for
each item listed in the Proposal. In the event of discrepancy, the words shall control. 3, Materials, which are "tax exempt", are those items which are physically incorporated into the
.facilities constructed for the OWNER, as set forth in the Special Provisions, Materials include . but are not limited to purchased items such as concrete, and roadbase, etc_ ( r l Services,
which are "not tax exempt", are those items which are used by the Contractor but are not physically incorporated into the OWNER's facility andlor items which are consumed by construction,
as set forth in the Special Provisions_ Services include, but are not limited to, to, items such as supplies, tools, skill and labor, the purchase, rental or lease of equipment, etc,
I f < t Name of Person Signing Bid f i Signature ofPerson Signing Bid 1 Address t Telephone No, Fax No, L T.I,N, (Tax Identification or Employer's Number) r )l _ f !'-, t ( , l' t k'
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.,i "ON ;}uoljd 1 j "1, ) :SS;llppll SS;}Ulsns: .J SIl 􀁓􀁳􀁾􀁵􀀡􀁳􀁮􀁱􀀠jjmop ) 􀀨􀁾􀁃􀁘􀀠S,fcnp!A!PU[) } (IB;}S) AS: 1 j [BnplAlpuI U\i , ;.j :Sl <I3QOIH JI ) .) 
r)'. A Partnership 􀁲􀀭􀀭􀁾􀀠 r-By (Seal) ,(Finn Name) i (General Panner) \ ( doing business as Business address: ! ( k Phone No. f· :: t ) r ( ( [ \ C L f1, L. ( ( , J,.. L 1 c· j:lcleric:J.!\.1ddis
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L I' ( . A Corporation p [ r t By (Corporation Name) (State or Incorporation) By r (Name of Person Authorized \0 Sign) i ( ( r r I· i 􀁾􀀮􀀠 f ( 1 L fL L f l c,, L , I t" L r (Title)
(Corporate Seal) Attest (Secretary) Business address: Phone No. 􀁾􀀠L j IcieriCJJladdison\2000-190I5pecsltech.splpf.3.doc PF-8 
i rl . A Joint Venture F \'.. By r I ( :' 􀁾􀀠 (Address) By (Name) ( (Address) i .. L (Each joint venture must sign, The manner of signing for each individual, partnership and corporation
that is a party to the joint venture should be in the manner indicated above.) r J L , ' : -i \ i ) 􀁾􀀠 .''IL Ii "1 . l( , '1..I ,l L 'f . L L r L 􀁪􀀺􀁩􀁣􀁬􀁭􀁡􀀮􀀡􀁜􀁡􀁾􀁜􀀲􀁏􀁏􀁬􀁊􀀭􀁊􀀹􀁏􀀧􀁾􀀬�
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r AGREEMENT r' ,! r \. (. STATE OF i \. , COUNTY OF f .' t mIS AGREEMENT is made and entered into this day of , 2001, by and between the r Town of Addison, of the County of Dallas and
State of Texas, acting through its City Manager, thereunto duly 􀁾􀀠 < authorized so to do, Party of the First Part, hereinaftertermed the OWNER, and ___________, of the City of , County of , State of , Party of the r." \ Second Part, hereinafter termed CONTRACTOR. t f wnNESSEm: That for and in consideration
of the payment and agreement hereinafter mentioned, to be made ( and performed by the OWNER, the said CONTRACTOR hereby agrees with the said OWNER to commence and complete construction
ofcertain improvements as follows: f Driveway Paving Improvements at Beltline and Midway and all extra work in connection therewith, under the terms as stated in the General and Specific
Conditions of the AGREEMENT; and at his own proper cost and expense to furnish all the materials, supplies, machinery. { equipment, tools, superintendence, superintendence, labor, insurance
and other accessories and services necessary to complete the l said construction, in accordance with the conditions and prices stated in the Proposal attached hereto and in ,,. accordance
with the Advertisement for Bids, Instructions to Bidders, General Provisions, Special Provisions, L Plans, and other drawings and printed or written explanatory matter thereof, and the
Technical Specifications and Addenda thereto, as prepared by the OWNER, each of which has been identified by the endorsement of the "I CONTRACTOR and the OWNER thereon, together with
the CQNTRACTOR's written Proposal and the General !. . Provisions, all of which are made a part hereof and collectively evidence and constitute the entire AGREEMENT. r I! The CONTRACTOR
hereby agrees to commence work within five (5) calendar days after the date of written 'c. notice to do so shall have been given to him, to complete the work within Forty-Five (45) calendar
days, after he commences work, subjecllo such extensions extensions of time as are provided by the General Provisions, .'. The OWNER agrees to pay the CONTRACTOR _____________________
\' f _____________ Dollars ($ ) in current funds for the performance of the t Contract in accordance with the Proposal submitted thereof, subject to additions and deductions, as provided
in r the General Provisions, and to make payments of account thereof as provided therein. i_ ,f "r,,: ' j.lcio::rica.l\addi$cn\..'¢{IQ. 􀁪􀀧􀁽􀁏􀁜􀁳􀁾􀁴􀁳􀁜􀀡􀁴􀁣􀁨 ·SP\ttl, 1.00.: CA-2
L. 
---------------------------c IN WITNESS WHEREOF, the parties of these presents have executed this AGREEMENT in the year and day r first above written. L r' 1 t , TOWN OF ADDISON, TEx..4.S
(OWNER) r· L 􀀭􀀭􀀭􀀭􀁾􀁒􀁾􀁯􀁮􀁾􀁶􀁮􀁵􀁾􀂷􀁾􀁲􀁥􀀷􀁨􀀭􀁥􀁡􀀭􀁤􀁾􀀬􀁾􀁃􀁾􀁩􀁾􀁾􀁍􀁾􀁾􀀭􀀭􀁡􀀭􀁧􀁥􀀭􀁲􀀭􀀭􀀭􀀭􀀭 [ 􀁾􀀠 [ [ (CONTRACTOR) [ By: ___________ rl 􀁾􀀠 \ L The following to
be executed if the CONTRACTOR is a corporation: L I I, certify that I am the secretary of the corporation named as CONTRACTOR herein; that . , who signed this Contract on ( . behalf
of the CONTRACTOR is the (official title) of said corporation; that t. said Contract was duly signed for and in behalf of said corporation by 􀁡􀁵􀁴􀁨􀁯􀁲􀁩􀁾􀀠of its governing body,
and is within the scope of its corporate powers. 1 1 Signed: r, < , 1 Corporate Seal L " { I'. , r c , " Ytekri.:;d\;xb:liwo\:!()(')(!.I90\1Ipw\l«n.5p1C.1·!_Ooc CA·3 L ATTEST: By: 􀀭􀀭􀀭􀀭􀀭􀀽􀀭􀀭􀀭�
�􀁾􀀭􀀭􀀮􀁾􀁾􀀽􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 Cannen Moran, 􀁃􀁩􀁾􀀠Secretary ATTEST: By: _________ 
_________ ----------,f ' l . 􀀧􀁲􀁾􀀠 1'. ( r . r' t \ c' i r t [ !r I\. f 1 . ( i'-. L 􀁾􀀠 < . r f ! \ < r' iL. f 􀁾􀀮􀀠 t STATUTORY PERFORMANCE BOND PURSUANT TO CHAPTER 2253 OF THE
TEXAS GOVERNMENT CODE (PUBLIC WORKS) (Penalty ofthis Bond must be 100% of Contract Amount) KNOW ALL MEN BY THESE PRESENTS, That (hereinafter called the Principal), as Principal, and
(hereinafter called the Surety), as Surety are held and firmly bound unto the Town of Addison (hereinafter called the Obligee), in the amount of _______________________ ______________________________
___ Dollars ($ ) for the payment whereof the said Principal and Surety bind themselves and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly
by these presents. WHEREAS, the Prineipal has entered into a certirin written contract with the Obligee, dated the day of , 2001 to Driveway Paving Improvements at Beltline and Midway
which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH. that
if the said Principal shall faithfully perform the work in accordance with the plans, specifications and contract documents, then this obligation shall be void, otherwise to remain in
full force and effect PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas Government Code and all liabilities on this bond shall be
determined in accordance with the provisions, conditions and limitations of said Chapter to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal
and Surety have signed this instrument this ____ day of , 2001. (Principal) By: (Surety) By: (Attorney-ill-Fact) \\. 􀁊􀀮􀁬􀀨􀀺􀁬􀁭􀁣􀁡􀁬􀁜􀁡􀁤􀁤􀁩􀀺􀁳􀁯􀁮􀁜􀀲􀀡􀀮􀁜􀀱􀀱􀀩􀀩􀀮􀀮􀁉􀀹􀀰􀁾􀁳􀁰􀀧􀀮􀁰􀁲􀀱
􀀾􀀭􀀱􀀠d.'l<; PrB-2 L 
1 I .􀀧􀁾􀀢􀀠 . I, GNOa .LN3:WXV d ", :.J q J 
􀀧􀀭􀀭􀁾􀀠 I i -1 I . 1 i ,J 1 < aNOH 3:JNVN3:.LNIVW HW NOUJ3:S i 1 . , 1 -.1 , ) J J 
SECfIOl'\ MB MAIl','TENANCE BOI\'D ',f C f • ! I STATE OF TEXAS COUNfY OF DALLAS r t That as principal and ,"! _____________ ' a corporation organized under the laws of ____________
, , and as sureties, said sureties being authorized to do business in the I r . State ofTexas, do hereby expressly acknowledge themselves to be held and bound to pay unto the Town ofAddison.
a municipal corporation, chartered by virtue ofa Special Act ofLegis)ature of the State of Texas. as Addison. Dallas County, Texas, the sum 0 f f l ($ ) for the payment of which sum
will and truly to be made unto said Town ofAddison and its successors, said principal and sureties do hereby bind themselves, their assigns and successors, jointly and severally. [ i
f This obligation is conditioned, however, that whereas said l .( 1 , I , has this day entered into a written contract with the said Town ofAddison to build and construct the , L , l
"; ., t f 􀁊􀁜􀁤􀁣􀁲􀁩􀁃􀀳􀁨􀁡􀁤􀁤􀁩􀀵􀁯􀀺􀁬􀁜􀁊􀁏􀁏􀁏􀀭􀀱􀀹􀁏􀀧􀁾􀁜􀀡􀀧􀂫􀁨􀀧􀀤􀁰􀂥􀁮􀁢􀀭􀀱 ,doc MB-2 L l 
c{ f" [ r' 1. r l. f' which contract and the Plans and Specifications therein mentioned adopted by the Town of Addson, are hereby expressly made a part hereof as though the same were
written and embodied herein_ p, WHEREAS, under the Plans, Specifications and Contract it is provided that the Contractor will maintain and keep in ! good repair the c. work herein contracted
to be done and performed for a period of two (2) years from the date of startup, and to do all necessary backfilling that may arise on account of sunken conditions in ditches, or otherwise,
( ; and to do and perform all necessary work and repair any defective condition growing out of or arising from the improper joining of the same, Or on account of any breaking of the
same caused by the said Contractor in laying or building the same, or on account of any defect arising in any of said part of said work laid or cmstructed by the said Contractor, or
on account of improper excavation or backfilling; it being understood that the purpose of this this section is to cover all defective conditions arising by reason of defective materials,
work or labor performed by the said Contractor; and in case the said Contractor shall fail to do, it is agreed that the City may do said work and supply such materials, and charge the
same against the said Contractor and sureties on this obligation, and the said r Contractor and sureties hereon shall be subject to the liqUidated damages mentioned in said contract
for each day's 􀁾􀀠 failure on its part to comply with the terms of the said provisions ofsaid contract; ,r . L NOW TIIEREFORE, if the said Contractor shall keep and perform its said
agreement to maintain said work and keep the same in repair for the said maintenance period oftwo (2) years, as provided, then these presents shall be f L null and void and have no further
effect; but ifdefault shall be made by the said Contractor in the perfol111lnce of its contract to so maintain and repair said work, then these presents shall have full force and effect.
and said Town of ., j ' Addison shall have and recover from the Contractor and its sureties damages in the premises, as provided, and it is I . L. further understood and agreed that
this obligation shall be a continuing one against the principal and sureties hereon and that successive recoveries may be had hereon for successive branches until the full amount shall
have been f l exhausted; and it is further understood thatthe obligation herein to maintain said work shall continue throughmt said maintenance period, and the same shall not be changed,
diminished, or in any manner affected from any cause ! during said time. f_-.: t _ r;-, L , 􀁪􀂷􀁷􀁬􀁭􀁾􀁾􀁜􀁊􀁴􀁩􀁏􀁏􀀮􀁉􀀹􀀰􀁾􀀢􀀮􀁜􀁵􀁸􀀺􀁬􀁴􀀢􀀤􀁰􀁜􀁭􀁢􀀭􀀡 .Coc MB-3 L 
---------------------r F IN WITNESS WHEREOF, the said has caused these presents 10 be ! ; 􀁾􀀠 􀁾􀀮􀀠 executed by and the said has hereunto set his f hand this the day of ________ '
20 OJ ", r ' ( U SURETY f ' t i t r . l By; 􀁾A􀀭t􀀭to􀀭rn􀀭ey􀁾 i􀁾n 􀀭Fa􀀭c􀀭t 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 By; -,,--;-:_______ Surety , Agency and Address f !,_. . I . 􀁩􀁾􀀠 r L
PRINCIPAL By; __________ ATIEST Secretary ) f . NOTE: Date ofMaintenance Bond must be same as date City acceptance. l. r I L I t 􀁪􀀻􀁜􀁤􀁣􀀺􀀧􀁬􀁥􀀻􀁌􀁜􀀮􀁬􀀦􀀡􀁩􀁳􀁯􀁯􀁜􀀲􀀰􀀰􀀰􀀭􀀱􀀹􀀰􀁾􀀧􀁊􀀮􀁡􀀺
􀁨􀂷􀀢􀀬􀁜􀁭􀁜􀁽􀀭􀀱􀀠.doc MB-4 L 
l I-da. -.J, J mvd STIUI .iO .LIAvm.i.iV S.llO.L;)VH.LNO;) I i dO: NOI.L;):!IS , , " I . j 1 j . , 1 J 
[ SECTION BP F.. CONTRACTOR'S AFFIDAVIT OF BILLS PAID [ [', . STATE OF TEXAS r' COU1'tfY OF DALLAS f; p Personally, before me the undersigned authority, On this day appeared who, being
1L duly sworn, on oath, says that he is a legal representative of (full name o[Contraclor as in contract) r ' [, and that the contract for the construction of the project, designated
as has been satisfactorily completed and that all bills for materials, apparatus, fixtures, machinery and labor used in connection with the construction of this project have, to the
best of my knowledge and belief, been fully paid. L . l _ f iL . L !Sworn to and subscribed before me this r, L. L [ . t. r L [[ r 􀁪􀀺􀀧􀀮􀀻􀁉􀀺􀁲􀁩􀁥􀁑􀁬􀁾􀁕􀁏􀁏􀁏􀀭􀁉􀀹􀀰􀁾􀁜􀁴􀁥􀁣􀁨􀀭􀁾􀁢􀁰􀀭􀀱􀀠
doc ,: L Signature Title day of , 2001. Notary Public in and for County, Texas BP-2 
n L Instructions: If the ! contractor is an individual, he shall sign the affidavit. If the contractor is a partnership, any parmer may sign f' . the affidavit, Iflhe contractor is a
corporation, a person authorized by the by-laws or by the Board of Directors shall r sign the affidavit. Ifthe Contractor is a joinl'venture ofindividuals, any of the individuals may
sign the affidavit, If r: " the Contractor is a joint-venture of partnerships, or of individuals and partnerships, the affidavit may be signed by the individual or any partner ofany
partnership, If the contractor is a joinfi.venture in which a corporation is a party. L separate affidavits must be executed in the name of the joint-venture: one by each corporation
and one by each individual or partnership, Signatures for corporations should be by a duly authorized officer, If signature is by r: another, a showing of authority to sign must accompany
the affidavit. ,rf 􀁾􀀠 r [ l , r i, L [ l [!l _ f: L j;'<k:rit1ll\;Wdlson\IDOO. !OO\speGItccl!.-sp'bp-I.doc BP-3 
1 ] ; 1 ] ] -, SNOISIAOlld 'IVH:!IN:tIf) I . ) df) NOI.L:J:tIS , 1 J '1 .J '1 J ] 
r n GE!'.'ERAL PROVISIONS r---. j, The General Provisions of the Contract shall be as stated in the Standard Specifications for Public Works f' Construction, North Central Texas Council
of Governments (1983), under Part I, "General Provisions." Items 1.0 L through 1.63 inclusive, as amended or 􀁳􀁵􀁰􀁰􀁬􀁾􀁭􀁥􀁮􀁴􀁥􀁤􀀠and except as modified by the Special Provisions.
[ r' L rL, r , I t. L L L [ \'-, L [: f 􀁪􀂷􀁾􀁬􀁣􀁩􀁣􀀮􀁬􀁬􀁜􀁡􀁤􀁤􀁩􀁴􀁯􀁬􀀱􀁜􀀲􀁃􀀨􀀨􀁬􀀮􀁉􀀹􀀰􀁾􀁜􀁵􀁲􀁬􀁴􀀧􀀤􀁰􀁉􀁓􀁰􀀭􀁉􀀮􀁤􀁯􀁣􀀠 GP-2 L 
f l If-' . r' i < , r L L r' ,, . L r r, l. l r ' L; f i L L , . { . L Special Provision No, SP.I SP.2 SP,3 SP.4 SP.5 SP.6 SP.7 SP,8 SP.9 SP.1O SP.11 SP.l2 SP.13 SP.14 SP.15 SP.16 SP.17
SP.IS SP.19 SP.20 SP.21 SP.22 SP.23 SP.24 SP.25 SP.26 SP.27 SP.28 SP.29 SP.3O SP.31 SP.32 SP.33 SP.34 TABLE OF CONTENTS SPECIAL PROVISIONS Description Location ofProject .............................
............................................................ . Scope ofWork ................................................................................................ . Construction
Schedule .................................................................................... . Copies ofPlans and Specifications ................................................................
.. Reference Specifications ................................. : .............................................. . Trade Names & Materials ..............................................................
................. ProJect Maintenance ....................................................................................... . Cleanup ...............................................................
........................................... .. Permits and Rights-of-Way ........................................................................... .. Clean Air Act and Clean Water
Act ............................................................... . Coordination With Others ............................................................................... Lights
and Power ............................................................................................ . Wage Rates ...................................................................................
................... Claims for Damages or Injury ......................................................................... Cooperation ofContractors ..................................................
......................... .. Antitrust .......................................................................................................... . Public Utilities and Other Property
to be Changed ....................................... .. Existing Utilities and Service Lines ............................................................... . Use ofExplosives ......................
..................................................................... . Insurance ........................................................................................................
. Workers' Compensation Insurance Coverage ............................................... .. Resolution ofDisputes ...................................................................................
. Non-Discrimination Policy ............................................................................. . Compliance With Immigration Laws ..........................................................
.. .. Compliance With General Rules and Laws ................................................... .. Shop Drawing ......................................................................................
........... . Barricades, Warning Signs, Detours and Sequence of Work ........................ .. Construction in Public Roads and Private Drives ..........................................
. Excavation Safety Systems .............................................................................. Project Video ..............................................................................
.................... . Record Drawings ............................................................................................ . Existing Structures .............................................
............................................. . Water for Construction ................................................................................... . Staking ..................................
.......................................................................... . Page No. SP-2 SP-2 SP-2 SP-2 SP-2 SP-2 SP-2 SP-3 SP-3 SP-3 SP-3 SP-3 SP-3 SP-6 SP-6 SP-7 SP-7 SP-7 SP-7 SP-7
SP-S SP-II SP-II SP-II SP-l I SP-II SP-I I SP-12 SP-13 SP-13 SP-14 SP-14 SP-I4 SP-14 j. 􀁉􀁣􀁬􀁣􀁲􀁩􀁾􀁗􀁊􀁤􀁩􀁾􀁯􀁯􀁜􀀲􀀰􀀰􀀰􀀮 j 􀁉􀁬􀁏􀁉􀁓􀁐􀀧􀀡􀀧􀁣􀁳􀁜􀀡􀁴􀁾􀁬􀁴􀀭􀁳􀁰􀀬􀁩􀁮􀁤􀁡􀀺􀀮􀀤􀁊􀀮􀁌􀀼􀀮􀀡
􀁯􀁩􀀻􀀠
j-dS . · ) I 􀁾􀁬.., 􀀠 · 1 I , J " i SNOISIAOHd 'lVD:!IdS · ) dS NOU:J:!IS I · I. 1 , J , 1 · I ·. \ : ,l 􀁾􀀢􀁪􀀠
1 r' SECTION SP r SPECIAL PROVISIONS ! r 􀁾􀀠 SP.1 LOCATION OF PROJECT r" t: The location of the project is along the west side of Midway Roadjust north of Beltline Road in the TOWll
of Addison, Texas. A location map is included in the Construction Plans. SP.2 SCOPE OF WORK The work under this contract includes furnishing and installing approximately 325 square yards
of 8-inch f reinforced concrete pavement. ,􀁾􀀠 SP.3 CONSTRUCTION SCHEDULE r' Prior to starting work, the Contractor shall submit a proposed schedule for the work included herein and
L shall submit any major revisions to this schedule as the project progresses. This schedule shall provide for completion of the project within the time provided in the specifications.
Working hours is 7:00 a.m. to I 7:00 p.m., Monday ihrough Saturday. All work shall be completed within forty-five (45) calendar days. SP.4 COPIES OF PLANS AND SPECIFICATIONS Five (5)
copies of the plans and specifications shall be furnished to the Contractor, at no charge, for construction purposes. Additional copies may be obtained at a cost of$50.00. l . , SP.5
REFERENCE SPECIFICATIONS { Where reference is made in these specifications, to specifications compiled by others, such reference is L made for expediency and standardization from the
material supplier's point of view, and such specifications referred to are hereby made a part ofthese specifications. I . L SP.6 TRADE NAMES AND MATERIALS " No material which has been
used by the Contractor for any temporary purposes whatsoever is to be I , incorporated in the permanent structure without written consent ofthe Engineer. L Where materials or equipment
are specified by a trade or brand name, it is not the intention ofthe Owner to discriminate against an equal product of another manufacturer, but rather to set a definite standard for
L ! quality or performance, and to establish an equal basis for the evaluation of bids. Where the words "equivalent", "proper", or "equal to" are used, they shall be understood to mean
that the thing referred to shall be proper, the equivalent of, or equal to some other thing, in the opinion or judgment ofthe Engineer. Unless otherwise specified, all materials shall
be the best oftheir respective kinds and shall be in all cases fully equal to approved samples. Notwithstanding that the words "or equal to" or other such expressions may be used in
the specifications in connection with material, manufactured article, or process, the material, article or process specifically designated shall be used, unless a substitute shall be
approved in writing by the Engineer, and the Engineer shall have the right to require the use of such specifically designated material, article or process. SP.7 PROJECT MAINTENANCE The
Contractor shall maintain, and keep in good repair, the improvements covered by these plans and specifications during the life ofhis contract. I l. 􀁪􀀭􀀧􀁾􀁢􀁩􀁃􀁬􀁊􀁜􀁡􀁤􀁤􀀮􀁴􀁗􀁬􀀱􀁜􀀲􀀨􀁪􀀨􀀢􀁪�
�􀀩􀀭􀀱􀁾􀁜􀀡􀁣􀁣􀁨􀀭􀁓􀁐􀁜􀁓􀁐􀀭􀁉􀀮􀁤􀁯􀀺􀁘􀀠 SP-2
",f • ,..., SP.8 CLEANUP ,f. During Construction: The Contractor shall at ali times keep the jobsite as free from all disposable material. debris, and rubbish as is practicable, and
shall remove same from any portion of the jobsite when it r' becomes objectionable or interferes with the progress of the project, in the opinion of the Engineer or the I Owner. Broken
pipe and other debris resulting from construction shall not be left on the site after the construction work is completed. During the construction the Contractor shall not damage improvements
r" on public or private property, including shrubs, grass, pavement, walks, curbs and fences. In the event L Contractor damages private property, Contractor shall immediately perfam
restoration at his own cost. Video: Contractor shall make and provide to the Owner an original color, VHS format tape of existing conditions outside ofljft station. The areas shall be
narrated as to location. Video shall be provided to the Owner prior to actual construction work commencing. City Inspector shall be present during taping and take possession oftape when
completed. Final: Upon completion of the work, the Contractor shall remove from the site all plants, materials, tools and equipment belonging to him and restore the site with an appearance
acceptable to the Engineer and the r i Owner. The Contractor shall thoroughly clean all equipment and materials installed by him and shall deliver over such materials and equipment in
a bright, clean, polished and new-appearing condition. SP.9 PERMITS AND RIGHTS-OF-WAY The Owner will provide rights-of-way for the purpose of construction without cost to the Contractor,
by securing pennits in areas ofpublic dedication or by obtaining easements aCrOSS privately owned property. It shall be the responsibility of the Contractor, prior to the initiation
of construction on easements through private property, to infonn the property owner of this intent to begin construction. Before beginning construction in areas of public dedication,
the Contractor shall infonn the agency having jurisdiction in the t , area forty-eight.(48) hours prior to initiation of the work. r-Electricians shall be registered with the Town's
Building Department. The registration fee ofS60.00 shall L be paid by the Contractor. Inspections from the Building Inspector shall be scheduled by Contractor, 24 hours prior to inspection.
!' SP. 10 CLEAN AIR ACT AND CLEAN WATER ACT L r Include in all construction contract exceeding $100,000, the following requirement: "Contactor is responsible for compliance with all
applicable standards, orders, or requirements issued under Section 306 of the Clean Air Act, Section 505 of the Clean Water Act, Executive Order 11738, and Environmental Protection Agency
regulations." ! . ,I . SP.II COORDINATION Willi OTHERS L In the event other contractors are doing work in the same area simultaneously with this project, the Contractor shall coordinate
his proposed construction with other contractors. SP.12 LIGHTS AND POWER The Contractor shall provide, at at his own expense, temporary lighting and power facilities required for the
proper prosecution ofthe work. SP.13 WAGE RATES All employees of the Contractor for the work to be perfonned under this contract shall be paid the f prevailing wage scale in this locality
for w()'k of a similar character, and in no event less than the L minimums prescribed in the following schedule: I 􀁪􀂷􀁾􀁬􀁾􀁜􀀱􀀨􀁬􀀨􀁬􀀨􀀩􀀮􀀮􀀮􀁉􀁾􀀮􀀤􀁰􀁜􀁴􀁰􀀭􀁉􀀮􀁤􀁯􀁣􀀠 SP-3
l. l 
rL r' The "prevailing rates" shown will be the minimum wags acceptable on this project. L L If the construction project involves the expenditure of federal funds in excess of $2,000.00,
the minimum r, wages to be paid various classes of laborers and mechanics will be based upon the wages that will be detennined by the Secretary of Labor to be prevailing for the corresponding
classes of laborers and mechanics employed on the project ofa character similar to the contract work in the Cily of Addison or the ,., rate given above, whichever is higher. j 􀁅􀀺􀀭􀁟􀁾􀀠
Except for work on legal holidays, the "general prevailing rate of per diem wage" for the various crafts Or 1ype of workers or mechanics is the produce to (a) the number of hours worked
per day, except for r, ' overtime hours, times (b) the above respective Rate Per Hour. ! . For legal holidays, the "generaI prevailing rate ofper diem wage" for the various crafts or
1ype ofworkers f·' or mechanics is the product of (a) one and one-halftimes the above respective Rate Per Hour, times (b) the ;, . number of hours worked on the legal holiday. The "general
prevailing rate for overtime work" for the crafts or 1ype of workers or mechanics is one and ,f one-half times the above respective Rate Per Hour. , I Under the provisions ofArticle
5159a, Vernon's Anootated Texas Statutes, the Contractor shall forfeit as a penally to the entily on whose behalf the contract is made or awarded, Ten Dollars ($10.00) for each laborer,
worker or mechanic employed, for each calendar day, or portion thereof, such laborer, worker or mechanic is paid less than the said stipulated rates for any work under the contract,
by him, or by any subcontractor under him. PREVAILING WAGE RATES L GENERAL DECISION TX000045 02111100 TX45 ,, . General Decision Number TX000045 􀁴􀁾􀀠 Superseded General Decision No,
TX990045 [ . State: TEXAS \ [ , Construction Type: IDGHWAY Counly(ies): COLLIN GRAYSON ROCKWALL DALLAS JOHNSON TARRANT DENTON KAUFMAN WICHITA ELLIS PARKER I Modification Number Publication
Date L o 0211 112000 t ' SUTXl043A 03/2611998 i Air Tool Operator ................................................................................. . i Asphalt Raker ........... , .....
, .................................................................... .. Asphalt Shoveler .................................................................................. . Batching
Plant Weigher ......................................... ' .............................. . Carpenter ................. , ................. , .....................................................
, ... .. f . Concrete Finisher -Paving .............................................. , .................. .. ! Concrete Finisher -Structures .........................................................
..... 1. Concrete Rubber ................................................................................... . i j:I.clcric.alIllddi$OllUQOO.I90\fj:«SII«h·SP1Sp-I.d6I:: SP-4 L Rates
Fringes $ 9.00 9.55 8.80 11.51 10.30 10.50 9.83 8.84 
1 r r: Electrician ............................................................................................. . Flagger ............................................................................
...................... . Fonn Builder -Structures .................................................................... . 1. r Fonn Liner -Paving & Curb ...............................................
................. . ; L Fonn Setter -Paving & Curb ............................................................... . Fonn Setter -Structures ..........................................................
............. . , . Laborer -Common ............................................................................... . ,. ,i. , Laborer -Utility .......................................................
............................ . Mechanic .......................... 0•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Oiler ........................................................
.............................................. . f Servicer ................................................................................................. . Painter -Structures ...................
............................................................ . r Pipe Layer ............................................................................................. . " . Blaster
................................................................................................... . , . I' AsphaJi Distributor Operator .............................................................
... . Asphalt Paving Machine ....................................................................... . Broom or Sweeper Operator .............................. , ..................................
. Bulldozer ............................................................... : .............................. . Concrete Curing Machine ................................................................
..... . Concrete Finishing Machine ................................................................. . Concrete Paving Joint Machine ............................................................
. Concrete Paving Joint Sealer ................................................................ . Concrete Paving Saw ............................................................................
. Concrete Paving Spreader .................................................................... . Slipfonn Machine Operator.................................................................. . Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel ....................... . , . Foundation Drill Operator -Crawler
Mounted .................................... . Foundation Drill Operator -Truck Mounted ......................... : ............. . i, Front End Loader ...............................................
.................................... . L Milling Machine Operator .................................................................... . Mixer ........................................................
............................................ . r Motor Grader Operator -Fine Grade ................................................... . 􀁾􀀠 L Motor Grade Operator ..................................
........................................ . Pavement Marking Machine .................................................................. . r ' Roller, Steel Wheel Plant-Mix Pavements ..................
......................... . ! c. Roller, Steel Wheel Other Flatwheel or Tamping ................................ . Roller, Pneumatic, Self-Propelled ..................................................
...... . J Scraper .................................................................................................. . ,I . Tractor -Crawler Type ....................................................
.................... . Tractor -Pneumatic ............................................................................. . r . Traveling Mixer .........................................................
........................... . L Wagon -Drill, Boring Machine ........................................................... . Reinforcing Steel Setter -Paving ...........................................
.............. . Reinforcing Steel Setter -Structures .................................................... . Steel Worker -Structural .................................................................
.... . Spreader Box Operator ......................................................................... . Work Zone Barricade ..........................................................................
. . Truck Driver -Single Axle (Light) ...................................................... . Truck Driver -Single Axle (Heavy) ....................................................
. ,[ Truck Driver -Tandem Axle (Semi-Trailer) ...................................... .. Truck Driver -LowboylFloat ............................................................... . Truck
Driver -Transit Mix .................................................................. . Rates Fringes 15,37 7.55 9.82 9,00 9.24 9,09 7.32 8.94 12,68 10.17 9.41 11.00 8,98 11.50 10.29
10.30 8,72 10,74 9.25 11.13 10.42 9,00 10.39 10.50 9,92 11.04 10.00 11.83 9.96 8,62 10,30 11.97 10,96 7,32 9.06 8.59 8.48 9,63 10,58 9.15 8.83 12.00 13.21 13.31 14,80 10,00 7.32 8,965
9,02 8,77 10.44 9.47 
L L {" Rates Fringes r, L Truck Driver -Winch ............""""."""..................................."".. ,,,, ... Vibrator Operator -Hand Type """"".. " ..... " ... " .."""..."."",,....
,, .... ,," 9.00 7.32 Welder ".""... " .... " ..... " ..... " .... " ............... " ........................................... . 11.57 r Unlisted classifications needed for work
not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29 CFR 5.5(a) (l)(v)). In the listing above,
the "SU" designation means that rates listed under that identifier do not rel1ect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates
have been detennined to be prevailing. ,c · SP.14 CLAIMS FOR DAMAGES OR INJURY ! Item 1.24.3 -SMALL CLAIMS FOR DAMAGE OR INJURY is amended to read as follows: r" If any person files
a claim against the Owner or c:ontractor for personal injury or property damage j resulting from, arising out of, or caused by, the operations ofthe Contractor, or any work within the
limits of the project, the Contractor must either submit to the Owner a duly executed full release within thirty (30) days from the date of written claim, or immediately report the claim
to his liability insurance carrier for their action in adjusting the claim. If the Contractor fails b comply with this provision within the stipulated time limit, it will be automatically
deemed that the Contractor has appointed the Owner as its irrevocably Attorney-In-Fact authorizing the Owner to report the claim directly with the liability insurance carrier. This provision
is in and of itself a Power-of-Attorney from the Contractor to the Owner which authorizes the Owner to take said action on behalf of the Contractor without the necessity of the execution
of any other document. If the Contractor fails to comply with the provisions of this item the Owner, at its own discretiim, may terminate this contract or take any other actions it deems
deems appropriate. Any payment L or portion thereof due the Contractor, whether it is a fmal payment, progress payment, payment out of ,f ' retainage or refund payment may be withheld
by the Owner as is authorized by Item 1.52. Bankruptcy, ( insolvency or denial ofliability by the insurance carrier shall not exonerate the Contractor from liability. L, L 􀁲􀁾􀁾􀀠 As
a result of the additional work created to Owner due to un-responded claims for damages by Contractor to third parties, Contractor shall incur penalties for failure to abide by this
Special Provision. 􀀼􀀢􀁾􀀠 In accordance with the obligations set forth in Special Provision Item 1.24.3, Cmtractor shall respond to I the claimant in writing regarding the status of
the claim, including whether Contractor disputes the claim, L wishes to settle, or will notify its liability insurance carrier regarding the claim. Contractor will be assessed a penalty
by Owner of $75.00 per claim, for its failure to respond to the claimant as described above within thirty days of its written notice of claim by the City. To ensure Contractor compliance,
the Owner shall be notified, by copied correspondence of responses or l settlement by Contractor. l SP.J5 COOPERATION OF CONTRACTORS The Contractor shall have on the project at all times,
as his agent, a competent Superintendent capable of reading and thoroughly uoderstanding the plans and specifications, and thoroughly experi61ced in the type ofwork being performed.
The Superintendent shall have full authority to execute orders or directions and 1 to promptly supply such materials, equipment, tools, labor and incidentals as may be required. Such
l superintendent shall be furnished irrespective ofthe amouot of work subcontracted. ! The Superintendent and the Contractor shall be responsible for all work perfonned by the subcontractor
at all times during construction. ) j;\Ckritlli'OOdi:wn\lCOO.! 9O\ijl!:CSlle(:h.Sj)"lSp-I.rloc SP-6 L 
L r 􀁾􀀠 r' SP.I6 1 SP.I7 i f • SP.IS SP.19 SP.20 ,, . f L ( !L. f . t, . j I ; ! I ANTI1RUST The Contractor hereby assigns to the Owner any and all claims for overcharges associated
with this contract which arise under the antitrust laws ofthe United States 15 U.S.C.A. Sec. I, et seq. (1973). PUBLIC UTILITIES AND OTHER PROPERTY TO BE CHANGED In case it is necessary
to change or move the property of any Owner or of a public utility. such property shall not be moved or interfered with until authorized by the utility company or approved by the Owner.
The right is reserved to the Owner or public utilities to enter upon the limits of the project lorthe purpose ofmaking suc\) changes or repairs of their property that may be made necessary
by the perfonnance of this contract. EXISTING UTILITIES AND SERVICE LINES The Contractor shall be responsible for the protection of all existing utilities or selVice lines crossed or
exposed by his construction operations. Where existing utilities or service lines are cut. broken, or damaged, the Contractor shall replace the utilities or service lines with the same
type of original construction, or better, at his own cost and expense. Existing landscaping and irrigation shall be protected at all times. USE OF EXPLOSIVES Use ofexplosives will not
be allowed. INSURANCE Each insurance policy that the Contractor must furnish in accordance with these contract docurrents shall name the Town of Addison and the Engineer as additional
insured. 1.0 The Contractor shall agree to furnish and maintain, during the contract period, insurance coverage meeting the following requirements: 1.1 Commercial General Liability Insurance
at minimum combined single limits of $500,000 per occurrence and $1,000,000 general aggregate for Bodily Injury and Property Damage, which coverage shall include Products/Completed Operations,
and XCU Hazards. Contractual Liability must be maintained with respect to the Contractor's obligations contained in the contract. The policy must be amended to provide a per-project
project general aggregate limit of insurance of$I,OOO,OOO with respect to this contract. 1.2 Workers Compensation Insurance at statutory limits, including employer's liability coverage
at minimum limits of $500,000 by disease aggregate, $100,000 by disease-per occurrence, $100,000 per occurrence -each accident. (See attachment on Workers Compensation Commission rules)
1.3 Commercial Automobile Liability Insurance at mInImum combined single limits of $1,000,000 per occurrence for bodily injury an property damage, including owned, nonowned, and hired
car coverage. 2.0 Contractor shall provide the following endorsements: 2.1 Named insured wording which includes the Contractor and the Town of Addison with respect to general liability
and automobile liability. 2.2 All liability policies shall contain cross liability and severability ofinterest clause. ) 􀁪􀀺􀁜􀁣􀁬􀁥􀁲􀁩􀁴􀁾􀁜􀀲􀁜􀀮􀁬􀀡􀁘􀀩􀀮􀁉􀁾􀁜􀀺􀀨􀁴􀀻􀁮􀀭􀁳􀁰􀁜􀁳􀁰􀀭􀀱􀀴􀁯􀁣􀀠
. SP·7 ! I 
L r, ' r 2.3 A waiver of subrogation in favor of the Town of Addison with respect to the workers' compensation insurance. r 2,4 The policy shall be endorsed to require the insured to
immediately notify the Town of ! Addison of any material changes in the insurance coverage. 2.5 The certificate shall notate the Project Name or Bid Number. I 2.6 All certificates shall
be mailed to Town of Addison, Purchasing Dept., P.O. Box 9010, [ . Addison, Texas 75001. j 3.0 All insurance shall be purchased from an insurance company who meets the following requirements:
3.1 Is acceptable to the Town with regard to financial strength and stability. 3.2 Licensed and admitted to do business in the State of Texas. 1 4.0 All insurance must be written on
forms filed with and approved by the Texas State Board of Insurance. Certificates of insurance shall be prepared and executed by the insurance company Or its authorized agent and shall
contain provisions representing and warranting the following: 4.1 The company is licensed and admitted to do business in the State ofTexas. 4.2 The company's forms have been approved
by the Texas State Board of Insurance. 4.3 Sets forth all endorsements as required above. 4,4 The Town of Addison will receive at least sixty (60) days notice prior to cancellation or
termination of the insurance. I L 5.0 Upon request, Contractor, shall furnish the Owner with: a) certified copies of all insurance policies, and [ b) valid Certificates ofInsurance covering
all subcontractors in accordance with the insurance requirements set forth herein for Contractor. r L. SP.21 WORKERS' COMPENSATION INSURANCE COVERAGE , A. Definitions t I , CertIficate
of Coverage ("certificate"): A copy of a certificate of insurance, a certificate of authority to self insure issued by the Texas Workers' Compensation Commission (the "TWCC"), or a coverage
,,.. agreement (TWCC-81, TWCC-82, TWCC-83 or TWCC-84), showing Statutory Workers' L. Compensation Insurance coverage for the person's or entity's employees providing services on a project,
for the duration ofthe project !. Duration of the Project Includes the time from the beginning of the work on the project until the Contractor'slperson's work on the project has been
completed and accepted by the governmental entity. Persons Providing Services on the Project ("subcontractor" in Section 406.096 of the Texas Labor Code): Includes all persons or entities
performing all or part of the services the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the Contractor and regardless
of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner-operators, j:\dericrlhaddiRV1\JOOO..19O\1pet
sIlcclt.rp'.sp. 􀁌􀁾􀀠 SP􀁾􀀸􀀠
r employees of any such entity or employees of any entity which furnishes persons to provide services r . on the project. "Services" include, without limitation, providing, hauling,
or delivering equipment (J r materials, or providing labor, transportation, or other services related to a project. "Services" does nO! include activities unrelated to the project. such
as foodJbeverage vendors, office supply deliveries. and delivery of portable toilets. B. The Contractor shall provide coverage, based on property reporting of classification codes and
payroll amounts and filing of any coverage agreement, which meets the statutory requirements of Texas Labor Code, 401.011(44) for all employees of the Contractor providing services on
the project, for the duration of the project. C. The Contractor must provide a certificate of coverage to the Owner prior to being awarded the contract. D. If the coverage period shown
on the Contractor's current certificate of coverage ends during the duration of the project, the Contractor must, prior to the end of the coverage period, file a ne\\' certificate of
coverage with the Owner, showing that the coverage has been extended. E. The Contractor shall obtain from each person providing services on the project, and provide to the Owner; I)
a certificate of coverage, prior to that person beginning work on the project, so that the Owner will have on file certificates of coverage showing coverage for all persons providing
services on the project; and, 2) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on
the current certificate of coverage ends i during the duration of the project; f" F. The Contractor shall retain all required certificates of coverage on file for the duration of the
L. project and for one year thereafter. G. The Contractor shall notify the Owner in writing by certified mail or personal delivery, within 10 L days after the Contractor knew Or should
have known, of any changes that materially affects the provisions ofcoverage of any person providing services on the project. r. . " H. The Contractor shall post on each project site
a notice, in the text, form and manner prescribed by l the TWCC, informing all persons providing services On the project that they are required to be covered, and stating how a person
may verify current coverage and report failure to provide r coverage. 1 L The Contractor shall contractually require each person with whom it contracts to provide services I on a project
to: L. 1) provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas
Labor Codes 401.011 (44) for all its employees providing services on the project, for the duration of the project; ! 2) provide to the Contractor, prior to that person beginning work
on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project;
􀁊􀀻􀁬􀁣􀀡􀁣􀁲􀁩􀁾􀁜􀁬􀁤􀁤􀁩􀁬􀁩􀁏􀀡􀀧􀁬􀁜􀀲􀀰􀀰􀀰􀀮􀀱􀀹􀀰􀀱􀀤􀁰􀁥􀁥􀁳􀁜􀁬􀁯􀀺􀀺􀁨􀁾􀁉􀁁􀁩􀁯􀁣 [ SP-9 L 
rt f 3) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage ! showing extension of coverage, if the coverage period shown on the current certificate
of coverage ends during the duration of the project; i 4) obtain from each person with whom it contracts. and provide to the Contractor: a) a certificate of coverage, prior to the other
person beginning work on the project; and, ,. I b) a new certificate of coverage showing extension of the coverage period, prior to the end of i, the coverage period, if the coverage
period shown on the current certificate of coverage ends during the duration of the project 5) retain all required certificates of coverage on file for the duration of the project and
for one year thereafter; 6) notify the Owner in writing by certified mail or personal delivery, within 10-days after the person knew or should have known, of any change that materially
affects the provision of coverage of any person providing services on the project; and 7) contractually require each other person with whom it contracts to perform as required by paragraphs
(1) -(7) with the certificate of coverage to be provided to the person for whom they are providing services. J. By signing this contract or providing or causing to be provided a certificate
of coverage, the Contractor is representing to the Owner that all employees of the Contractor who will provide services on the project will be covered by worker's compensation coverage
for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll I , -amounts, and that all coverage agreements will be filed
with the appropriate insurance carrier or, in the case of a self-insured, with the TWCC's Division of Self-Insurance Regulation. Providing false or misleading information may subject
the Contractor to administrative penalties, criminal penalties, ciVil penalties or other civil actions. f ' K The Contractor's failure to comply with any of these provisions is a breach
breach of contract by the L Contractor which entitles the Owner to declare the contract void if the Contractor does not remedy the breach within ten days after receipt of notice ofbreach
from the Owner. l The following is the form of notice of workers' compensation coverage prescribed by the TWCC. Pursuant to Section 110,110 (d) (7), this notice must be printed with
a title in at least 30-point bold r type, and text in at least 19-point nominal type, and shall be in both English and Spanish and any other I language common to the worker popUlation.
1 REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers'
compensation insurance. This includes persons providing, hauling or delivering equipment or materials, or providing labor or transportation or other services related to the project,
regardless of the identity of their employer or status as an employee, "Call the Texas Workers' Compensation Commission (TWCC) at (512) 4403789 to receive further information on the
legal requirements for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." [ 􀁪􀀺􀁖􀀻􀀺􀁨􀀺􀁲􀁩􀁣􀁡􀁬􀁉􀀺􀀡􀀮􀁤􀁤􀁩�
�􀀰􀁬􀀧􀁜􀀱􀀲􀁏􀁏􀁏􀀭􀀱􀀹􀁏􀀧􀁾􀁜􀁴􀁥􀁣􀁬􀁴􀀮􀁳􀁰􀁗􀁰􀀮􀁦􀀮􀁤􀁑􀁣􀀠 SP-lO 
i , r SP.22 RESOLUTION OF DISPUTES ,! The parties hereby covenant and agree that in the event of any controversy, dispute, or claim of whatever nature arising out of, in connection with
or in relation to the interpretation, performance or breach of this agreement, including but not limited to any claims based on contract, tort or statute before filing a lawsuit the
parties agree to submit the matter to Alternative Dispute Resolution pursuant to the laws ofthe State of Texas. The parties shall select a tJrird party arbitrator or mediator from the
current list cf neutrals on file , with the Alternative Dispute Resolution Administrator of the Dallas County District Courts. All forms of [ Alternative Dispute Resolution may be used
except binding arbitration. The proceedings shall be conducted in accordance with the Iiws of the State ofTexas. SP.23 NON-DISCRIMINATION POLICY It is the policy of the Town of Addison
to afford all people an equal opportunity to bid on any contract being let by the Town. The Town ofAddison has a policy that prohibits discrimination against any person because of race,
color, sex, or national origin, in the award or performance of a:!1y contract. The Town ofAddison will require its employees, agents, and contractors to adhere to this policy. SP.24
COMPLIANCE WITH IMMIGRATION LAWS Contractor shall take all steps necessary to ensure that all of the contractor's employees are authorized to work in the United Stages as required by
the Immigration Reform and Control Act of 1986. SP.25 COMPLIANCE WITH GENERAL RULES AND LAWS ! i Contractor shall familiarize himself with the natute and extent of the specifications,
site conditions, traffic and safety requirements, and comply with alJ federal, state and local laws, ordinances, rules and regUlations. Contractor shall determine how compliance with
requirements, laws, rules, and regulations will affect his cost, progress, or performance ofthe Work and include that cost in his bid. SP.26 SHOP DRAWING f" L Contractor shall furnish
a minimum of four and and a maximum of six copies of shop drawings for review by the Town. r L Shop drawings shall include all items to be installed in the project, including: • Concrete
Mix Desigos(l4-days minimum prior to pour} ! t SP.27 BARRICADES, W ARNlNG SIGNS. DETOURS AND SEQUENCE OF WORK A. Throughout the construction operations, streets and intersections will
remain open to traffic by ! l " constructing the work in stages. All streets, driveways, adjacent business and alleys shall remain open to traffic as far as is practicable. B. General
Construction: The Contractor shaH plan his work sequence in a manner that wiII cause minimum interference with traffic during construction operations. Before beginning work on this project,
the Contractor shall submit, for approval by the Owner, a plan of construction operations outlining in detail a sequence of work to be followed; setting out the method of handling traffic
on streets, roads and driveways along, across and adjacent to the work. If at any time during the construction, construction, the Contractor's proposed plan of operation for handling
traffic does not provide for safe comfortable movement, the Contractor shaH immediately change his operations to correct the unsatisfactory conditions. 􀁪􀁊􀁣􀁬􀁭􀀼􀀺􀀺􀁬􀁬􀀧􀁏􀁏􀁗􀁳􀁯􀁯􀁜􀀲􀀨􀁬􀁏􀁏�
�􀀮􀁬􀁾􀁾􀁉􀀮􀁤􀁯􀁣􀀠 SP-II 
, Ditches across the traffic lanes will be kept covered with a portable traffic-bearing surface at all times unless work in the ditch is in progress. Only one lane of traffic may be
closed at a time when work is in progress in a ditch. [ C. Safety: The Contractor shall provide, construct and maintain barricades and signs at locations set out in the plans and in
the Special Provisions in accordance with the Texas Manual on "Uniform Traffic Control Devices for Streets and Highways". In addition; he shall provide and maintain such other barricades
and signs as deemed necessary by the Owner, and provide and maintain. between r sunset and swrrise, a sufficient number of lights at barricades and points of danger for the protection
ofvehicular and pedestrian traffic. [ Barricades shall be placed in such a manner as not to interfere with the Slght distance of drivers entering the street from side streets. [ I 1.
The Contractor shall keep traveled surfaces used in his hauling operation clear and free of dirt or other material. The Contractor shall provide and maintain qualified flagmen at such
points and for such periods of time as may be required to provide for the safety and convenience of public travel and Contractor's personnel. SP.28 CONSTRUCTION IN PUBLIC ROADS AND PRIVATE
DRIVES No public road shall be entirely closed overnight. It shall be the responsibility of the Contractor to build and maintain all weather bypasses and detours, if necessary, and to
properly light, barricade and mark all bypasses and detours that might be required on and across the roads involved in the work included in this contract. ' No interference with traffic
flow on city streets shall be pennitted during the hours of 6:30 a.m. to 9:30 3.m. and 3:30 p.m. to 7:30 p.m., Mondays through Fridays. The Contractor shall make every effort to complete
construction and allow immediate access to adjacent property at driveway entrances located along the roadways. Owners or tenants of improvements where access andlor entrance drives are
located shall be notified at least twenty-four (24) hours prior to the time the construction will be started at their driveways or entrances and informed as I to the length of time driveways
will be closed. Contractor shall at all times maintain at least one point L of access into all properties, unless obtaining written permission from property owner to do otherwise with
such written permission being provided to the Town's inspector. The Contractor shall be responsible for all road and entrance reconstruction and repairs and maintenance of same for a
period of one year from the date of such reconstruction. In the event the repairs and maintenance are not made immediately to the satisfaction of the Owner, and it becomes necessary
for the Town to make such repairs, the Contractor shall reimburse the Town for the cost of such repairs. The Contractor shall, at all times, keep a sufficient width of the roadway clear
of dirt and other material to allow the free flow of traffic. The Contractor shall assume any and all responsibility for damage, personal or otherwise, that may be caused by the construction
along roads and private drives. l I 􀁪􀀺􀁾􀁬􀁭􀁣􀁡􀁬􀀢􀀻􀀱􀁉􀀱􀁤􀀮􀁩􀀤􀁜􀀧􀁉􀁉􀀧􀀡􀁜􀀲􀁏􀁏􀀻􀀩􀀮􀀮􀀡􀀹􀁏􀀧􀁾􀁜􀁴􀁣􀁣􀁨􀀭􀁳􀁰􀁜􀁑􀀭􀀱 ,dot SP-12 ,I 
[ SP.29 EXCAVATION SAFETY SYSTEMS t, The work performed under this section of the specifications consists of providing trench safety systems consisting of shoring, sheeting, trench shield.
andlor laid back slopes to meet the trench safety I requirements of the Occupational Safety and Health Administration (O.S.H.A.), as required for this project and specified herein. [
A. General Trench safety systems shall be provided by the Contractor as provided in Subpart P -Excavation. Trenching and Shoring, Part 1926 of the Code of Federal Regulations which describes
safety and health regulations as administered by the U.S. Department of Labor Occupational Safety and Health Administration (O.S.H.A.). The standards specified by the O.s.H.A. Regulations
shall bc the minimum allowed on this project. It shall be the responsibility of the Contractor to design and [ install adequate trench safety systems for all trenches excavated on this
project. I The Contractor shall furnish to the Owner for review, prior to. beginning construction activity. a Trench Safety Plan for the entire project. The trench safety plan must be
prepared and sealed by a Professional Engineer registered in the State of Texas. In addition, all trench safety systems utilized in this project must be designed by a Professional Engineer
registered in the State of Texas. The Contractor shall be totally responsible for the safety of all persons involved in the construction ofthis project. B. Core Borings Any core borings
and soil data furnished by the Owner are for the convenience of the Contractor. The Contractor shall be responsible for any additional soil or geotechnical information required. The
Contractor shall be responsible for properly designed trench safety systems to be utilized for any type of subsurface condition found on this project. The furnishing of soil information
by the Owner in no way relieves the Contractor of this obligation. If no core borings or soil data are furnished by the Owner, it shall be the Contractor's responsibility to obtain whatever
geotechnical information required for preparation of trench safety systems. j C. Inspections In addition to the inspections of the trench and trench safety systems required of the Contractor
by the O.S.H.A. Regulations, the Owner may further inspect the work. The Owner shall have the right to reject any trench safety systems which he finds to be inadequate. and the Contractor
shall immediately improve the system to comply with this specification. D. Measurement and Payment Measurement and payment of Trench Safety Systems shall be based on the actual linear
footage of the pipe installedon the project. The payment shall be full compensation for all planning, engineering, materials, equipment, fabrications, installation, recovery and all incidental work required. All
excavation and backfill in addition to that specified elsewhere in these specifications shall be considered subsidiary to this bid item. SP.30 PROJECT VIDEO Prior to start of construction,
Contractor shall color videotape construction area area and property adjacent to construction. The Contractor shall furnish the Owner a copy of the tape in VHS format prior to commencement
ofproject. This shall be subsidiary to project. 􀁪􀀮􀁜􀁩􀀺􀁬􀁥􀁲􀁩􀁤􀀦􀁬􀁤􀁩􀁓􀁩􀁭􀁜􀀺􀀨􀁘􀁉􀁏􀁱􀀹􀀰􀁜􀁉􀁰􀁤􀁣􀁳􀀧􀀮􀁵􀀺􀁣􀁬􀁉􀁾􀁬􀀮􀁤􀁯􀁣􀀠 SP-13 
SP.31 RECORD DRAWINGS I " The Contractor shall maintain record drawings and legibly annotate shop drawings to record changes made after review. A red felt-tip marking pen shall be used
for all recording. r Submittal: At the completion of the project, and 14-days prior to request for final payment the Contractor shall deliver record drawings to the Owner which shall
include the following: , • Delineation of each change made to the construction plans during construction. r • Certification that each document as submitted is complete and accurate.
• Signature ofContractor or his authorized representative. SP.32 EXISTING STRUCTURES 1The plans show the location of all known surface and subsurface structures. However, the Owner assumes
no responsibility for failure to show any or all of these structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be considered
sufficient basis for claims for additional compensation of extra work or for increasing the pay pay quantities in any, manner whatsoever, unless the obstruction encountered is such as
to necessitate changes in the lines or grades, or require the building of special work, provisions for which are not made in the Plans and Proposal, in which case the provision in these
Specifications for extra work shall apply, SP33 WATER FOR CONSTRUCTION The Contractor shall make the necessary arrangements with the Town of Addison for securing and transporting all
water required in the construction, including water required for mixing of concrete, sprinkling, testing or flushing. Water required for construction shall be paid for by the Contractor
at the Town of Addison prevailing rates, There will be no separate pay item for connection into the existing water system and quantity of water required for construction purposes. The
Contractor shall obtain a water meter from the Town (deposit required). SP.34 STAKING Contractor shall provide and pay for staking to construct the project. The Town of Addison will
provide control staking (benchmark and horizontal control point). Such centrol is shown in the Construction Plans. I 1 􀁪􀀺􀁜􀁣􀀡􀀮􀀺􀁲􀁩􀁾􀁜􀀲􀀼􀁊􀁏􀁏􀀮􀀮􀁪􀀹􀁏􀁜􀁳􀁰􀁥􀁣􀀺􀀺􀁩􀁜􀁉􀀡􀀺􀁣􀁨􀀭􀁳􀁰􀁜􀁴
􀁰􀀢􀁉􀀮􀁤􀁣􀀼􀀺􀀠 SP-14 
NOTES <:l t. REINFORCED CONCR£7£ PAVEMENT SHAL! H4VE A 28 ll4Y "'I 0:' 􀁾􀁬􀀠 CDMPRESSIVE STR£N(;TH OF 4000 P.5.l MtNlMIJI.I 6.5 SACK MiX, U4X W/C 5.5. NCTCOG. AGGREGATE 2-3 [fT£M 2.1.1.
(C)(4)} COIJRSE: MAX SLIP FORM SlIJMP 2 INCHES. PO/JfIED IN PlACE L ! , . [ i I . L .0" 5' 6"il SWMP 4 INCHES. WALK Ii4RIES 2. CONTRActOR SH4U MECHANlCAlL Y COMPACT FILL BEHINO BACK
AT CURB ANa IJNO£R PROPOSEO Sf{)£WALKS IN 6 INCH LOOSE LIFTS !.IAXIMUM. COMPACTION EFFORT SH4LL BE 95% OF STANDARO i EXIST. PARKINC , 8" (4000 P.s.1) REINF. III II IMIOWAY RO. LOT 􀁾􀀠
rCONCR£lE PAVEMENT 6" MONOLITHIC 1/4" SlOPE PROCTOR AT OPTlMIJM M.OIS!URE CONTENT. 􀁾􀀠􀁾􀀠 1(47fT. TO VARIES 􀁃􀁕􀁒􀁂􀁾􀀮 'I cr.J. MlOIII4Y ROAD SH4LL I1£MA!N OPEN TO TRAFFIC AT ALL
TIMES. l=-I 􀀮􀁾 . . ..,. :::t /HE RlCHT !URN LAII£ At4Y 8E CLOSEO FOR CONSTRUCTION '--:􀀺􀁾􀀠m\ 8£lWEEN /HE HOURS OF 9 A.M. ANO 3 P.M. STffi PlATES SHALL uP" r \:􀀻􀀺􀀺􀀻􀀺􀀺􀁾􀀺􀀺􀀻􀀠􀀺􀀺􀀻􀁁􀁾
p ,n . >Ii I 12" 8£ UTlL!ZEO TO OPEN LAll£S OIJlSlO£ WORKING IIOI/RS. OOVEWAY TO REMAIN CLOSEO THROUGHOUT CONSTRUCTION PERIOo. 95% M.OOIFlEO PROCTOR OPTIMUM MOISTURE CONTENT 4. PARKING
LOT CONSTRUCTION ARiA SH4U 8E O£L!NiATEO WI/H TxOOT TYPE I BARRIERS. ALL BARR!£RS SHALL INCWO£ OPERATING WARNINO LIGHTS. TYPICAL SECTION 5. BARRICAlJ£ PlAN SH4LL 8£ SUlJ},{Im:O FOR !/£VIEW
ANO APPIIOVAL BY TOWN OF ADO/SON. BARRICADE PLAN ANa DEPLOYMENT SH4LL 8E IN STRICT ACCORlIANCE WITH mUTCO PART t.1: QUANIDES ITEM NO. DESCRIPTION UNITS ESTIMATED QUANIllY 100 8 INCH
RElNFORCEO CONCRElE PAV[NT S.Y, 325 101 4 INCH REiNFORCfD CONCRETE SIDEWAlK So'. 56 102 SARRIER fREE RAMP S.F. 98 103 6 lNCH MONOUTHtC CURB Lf. 155 , 10' t> INCH COMPACTEO SUBGRAOE S,Y.
3" lOS REMOVING CONCRETE PAVEMENT INClUDING CURB SOY. 1140 106 REMOVE CONCRETE SIOEWALK S.,. 162 I 107 R£MOVE RETAINING WALL L.'. 58 I 108 REPLACE RETAINING WALl Lf, 31 􀁾􀁩􀀠 ; 􀁾􀀠
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DRWEWAY IMPROVEMENT AT MIDWAY ROAD &: BB.T UNE ROAD WIGAL PAVING SECTION SHIMEK. JACOBS " FINKLEA. LLP. CONSUL-T lN,O ENctNEERS 5;/4101 I'""""''''' ..A I...... ""'-,.. I...,.... 1 􀀧􀁾􀀯􀀠1lftA.,
1m So J.. Ai r, OATE: i!MCH 2001 􀁾􀀠 1.2 1 sar.I 
W.H. WITT SURVEY lINE ABST. NO. 1609 GOFF ADDITION VOL. 8005, PG. 3044 ADDISON BELTWAY JOINT VENTURE ONE VOL. 84005, PG. 6743 LOT 3 1.152 AC. -t//I/f/' ,,. , /L , /" W.H. WITT SURVEY
ABST. NO. 1609 GOFF AODITION fJll.1 􀁅􀁾􀀢􀀡􀀮􀁅􀁾􀀮􀁬􀀭􀀭 I /' ,/VOL 8005, PG. ADDISON BELTWAY JOINT VENTURE VOL 84005, PG. LOT 1 0.5187 AC. I'" . II r \10 􀁾 g>U>L oox 2-<1OEPE IMl
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\ '.,f CONSr. £SAt;' ,. -" -" /-" 6743 REMOVE EXlSllNG CONCRfTE PAII£M£I/T fNCll.JlJJNC CURBS AN£) REPLACE WITH 9 INCH REINFORC£lJ CONCRClC PAV£M£NT I' , I " -" '" I ' , ' f \ \.,/I
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OF AOOISON SEHVIC£ CEJlTf'R. 3. CONTRACroR SHAU PAY AND HAvt 1JllUT'r' COMPANY SVPPORl POll tJlIRINC CONSlRlICllON AN{) TO REESTABUSH u"urr POlE Cl!Y. aM It2 􀀧􀀱􀁊􀁾􀁃􀁕􀁔􀀠 ON HEADWAlL
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2
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WITT SURVEY ABST. NO. 1 609 GOFF ADDITION VOL. 8005, PG, 3044 I Ii Ii ADDISON BELTWAY i. JOINT VENTURE ONE VOL. 84005, PG. 6743 LOT 1 0.5187 AC. ",-. .. , . N #J9M6' £ 5(J()5.6272 --N
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.:: 􀁾􀀠 o 10 20 HORIZONTAL! -.-J I SCALE IN FEET ;1 r: I' :I. [', fliPt,. 'i NOm CONTRACTOR SHAll PlJl.l SlRJN6 􀁾􀁜􀀡􀀠 I.1NE fJ£'l'WI:£N CORNERS ANI) PAINT 'i S4W cur lIN£. PAINT£{)
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ROAD "". L I "\ . , 􀁾􀁾􀀮􀁾􀁾􀁾􀁾􀁾􀀢􀀢􀀮􀀻􀀺􀀻􀀧􀀢􀀺􀀺􀀬􀀾... \ \ \, , I, I, O]cc _! "i.1O SURVEY 1609 3044 I /I!I II ONE 6743 "-'" " ' ......, '" ''\, I UHE. /W.H SURVEY //NO.' 1609
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