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Council Agenda Item: SUMMARY: Authorization of final payment and acceptance ofconstruction performed by Hencie International, Inc. for Ewing Drive Approach Improvements FINANCIAL IMPACT:
Budgeted Amount: Not Budgeted Cost: $20,910.00 Budget Impact: Funds are available for this project in the South QuorumfInwood Counection, Project No. 42303. BACKGROUND: After completion
ofthe Inwood/S. Quorum Landmark Extension Project, two driveway/access ramps were required to provide promised access from the street onto the adjacent Ewing property. A contract was
awarded to Hencie International, Inc. for the construction ofthis project. The original contract price for these improvements was $16,740.00. Due to quautity adjustments during construction
that were necessary to meet design requirements, the total project cost was increased by $4,170.00 and it resulted in a fina1 contract amount of $20,910.00. RECOMMENDATION: Staff recommends
that Council authorize fina1 payment to Hencie International, Inc., in the amount of$20,910.oo, and accept the construction ofthe Ewing Drive Approach Improvements. 
encie International, Inc. Invoice Date Invoice Number Tenns Sales Rep Letter Type Job location Contact Company Name Address City State Zip PhQne Residential and Commercial Construction
Asphalt and Concrete Paving ....' '" .. ******* INVOICE :06..04-2001 :01060411 Net :MAF :P.O. No 072570 :Ewing Drive gen•• ledger Acct. if. 410005821042303000 :CITY OF ADDISON :16801
West grove Rd. : ADDISOI\I :TX :75001 :214-450-7090 Fax:972-450-2837. Description Unit Cost Unit Qty $Amt. Job Ewing Drive Approach Improvements all in accordance to new quantities per
plan and meeting on Friday May 25 2001. $ 20.910.00 '. P.O. Box 796636 • Dallas, Texas 75379 • USA • (972) 926-0034 • Fax (972) 926-0036 
-, May 29, 2001 The new quantities and pricing below reflect the changes to original plans as per our conversations on Friday, May 25,2001. .. The New quantitiesandpricmg are: , . Item
No. Description Unit Cost 1 Mob/Bondsllns. 2 Remove Exit Fence $5.00 3 Haul & Place Earth fill $30.00 4 3' HMAC Asphalt $400.00 4a 3' HMAC Asphalt $200.00 5 Permt Fence/3strWir $32.00
6 Striplng&Marking 7 Install 12 ft Gates $500.00 Unit Ow LS LF 240 CY 109 tons 4.5 tons 21 LF 220 LS . Each 4 Total .. Price , $600.00 , $1,200.00 , $3,270.00 I $1.800.00 I $4200.00
• $7040.00 • $600.00 , $2.000.00 $20910.00.· o..t/.. 25'-2.:=/, Signalure 􀁾􀀻􀀩􀁾 • Dale " 
SUMMARY: Authorization offinal payment and acceptance ofconstructionperformed by He.ncie International, Inc. for Ewing Drive Approach Improvements FINANCIAL IMPACT: Budgeted Amount:
Not Budgeted Cost: $20,910.00 Budget Impact: Funds are available for this project in the South QuorumlInwood Connection, Project No. 42303. BACKGROUND: -€onstr uctio&6f two a8pba'lt
dtive apptoaehes and penllauent fcneing along the seats sitle ' " 􀁑􀁦􀁾􀁬􀁊􀁊􀁭􀁧􀀠Drive has beef! 􀁥􀁾􀀮 This project provides/ramp type dri!eway access r-L..,,---, to the ad'acent
proJXl ,,?d 􀁾􀁳􀁳􀁥􀁳 􀁲􀁥􀁳􀁉􀁾􀁵􀁡􀀱􀀠drainage needs lFOm the 􀁓􀁯􀁾􀁾􀀠p :yr....,..'-=orumlInwoo onnection 􀁰􀁲􀁯􀁊􀁾􀀠 • 􀁾􀀠 ----------<r The original contract price for these
improvements was $16,740.00. Due to quantity .71"-L. adjustments during construction thatwere necessary to meet design requirements, the total project cost was increased by $4,170.00
and it resulted in a final contract amount of $20,910.00. RECOMMENDATION: Staff recommends that Council authorize final payment to Hencie International, Inc., in the amount of$20,91
0.00, and accept the construction ofthe Ewing Drive Approach Improvements. 
FAX COVER PAGE Ij!J002 ! j' '1P I 􀁾􀁾􀁣􀁩􀁥􀀠International, Irl.c. i Resideritial and Commercial Construction I i I Asphalt lind Concrete Paving ,i ,!. I I I I I I ******* INVOIC,'E
**....􀀪􀁾􀀪􀀠 Invoice Dale :June 7th 2001 Invoice Number :010604I1A Terms :Net Sales Rep : MAF I LetteiType :P.0. No. 072570 . i ' Job LOCIItion :Ewlng Dr. general ledger ACCI#j4'0005821042303DDD
Conlect : Steven z. Chuk:hian: ! Company Name :CITY OF ADDISON I Address :1G801 West Grove i City : ADDISON • Sta12 :TX Zip :75001 Phone :214-450-2871 Fax;972-4!i0-21137 Description
Unit Cost Unit'I .Qty $Amt. , i New quantities as per 􀁾order to original plans per our meeting held on Fri, May 25 2001 !: 1 : 1 1. Moblbondsllnsuranc:e LS LS ! 800.00 2. Rem exisisting
fence 5.00 LF i 240 1200.00 3. Haul and Place earth fill 30.00 CY I 109 3270.00 . 7. Install 12 It gates 4. S" HMAC Asphah 400.00 tonsi 4.5 1800.00 .fA. 3" HMAC Asphalt ZOO.OO tons'
21 4200.00 5. Permt 􀁆􀁥􀁮􀁥􀁥􀀯􀁾􀁓􀀱􀁬􀀧􀁗􀁩􀁲􀀠 32.00 LF j 220 7040.00 G. Striping Ilnd Marking LS LS: 600.00 SOO.OO eA 4 2000.00 i ! S20.1110.00 •i 'j, I i P.O. 80s 7!Hi636 • Dallas.
Texas 75379 • USA I· (972) 926-0034 • Fas (972) 92fi.O036 
encie International, Inc. Invoice Date Invoice Number Terms Sales Rep Letter Type Job Location Contact Company Name Address City State Zip Phone Residential and Commercial Construction
Asphalt and Concrete Paving ---* INVOICE --*** :06-04-2001 :01060411 Net :MAF :P.O. No 072570 :Ewing Drive gen•• ledger Acct. # 410005821042303000 :CITY OF ADDISON :16801 West grove
Rd. : ADDISON :TX :75001 :214-450-7090 Fax:972-450-2837 Description Unit Cost Unit Qty $Amt. Job Ewing Drive Approach Improvements all in accordance to new quantities per plan and meeting
on Friday May 25 2001. $ 20.910.00 P.O. Box 796636 • Dallas, Texas 75379 • USA • (972) 926-0034 • Fax (972) 926-0036 
-. May 29, 2001 The new quantities and pricing below reflect the changes to original plans as per our conversations on Friday, May 25, 2001. The New quantities and pricing are: , Item
I I : No. Description Unit Cost' Unit Otv Price I [1 i MoblBondsllns, LS $800.00 1 2 Remove Exit Fence $5.00 LF 240 $1,200.00 I 3 Haul & Place Earth fill $30.00 CY 109 $3.270.00 I 4
3' HMAC Asphalt $400.00 tons 4.5 $1,800.00 : 4a 3' HMAC Asphalt $200.00 Ions 21 $4.200.00 : 5 Perml Fencel3strWir $32.00 LF 220 $7.040.00 : , 6 Striping8o.Marking .J LS $600.00 I 7 Install
12 It Gates ' $500.00 Each 4 $2,000.00 I i Total $20 910,QQ. 0,.\/, 25'-2=-/. Date 
􀁏􀀮􀀶􀀡􀀬􀀹􀀮􀀷􀁉􀁾􀁾􀀠.. Tf!1J••15: 41 FAX 9729260036 FAX COVER PAGE I,!i002 I' I encie International, IQc. Residential and Commercial Construction Asphalt and Concrete Paving Invoice
Da. Invoice Number Terms Sales Rep Letter Type Job Location Contact company Name Address City S'lale Zip Phone ******* :June 7th 2001 :010604l1A :Net : MAF I :P.O. No. 072570 i • :Ewing
Dr. 9l1nera' ledger Accttlll10005821042303000 : Steven Z. Chulchian:! : :CITY OF ADDISON ! :16801 West Grove i : ADDISON ! :TX ! :75001 I :214-450-2811 Fax:972....0-2837 Description
Unit Cost Unit!I Qty $Amt. ; New quantities as per 􀁾or.r to original 􀁰􀁬􀁾􀁮􀁳􀀠per our meeting held on Fri, May 25 2001 !: i ! 1. Moblbonds/lnsurance LS LS,; 800.00 2. Rem exisisting
tence 5.00 IF ; 240 1200..00 3. Haul and Place earth fill 30..00 CY ! 109 3270.00· 4. 3" HMAC Asphalt 400.00 tons: (AJL. 4.5 1800.00 (JIV <tA. 3" HMAC Asphalt 200.00 tons: 21 4200.00
(jJV",ftVTITf 5. Permt 􀁆􀁥􀁮􀁣􀁥􀁬􀀳􀁓􀁾􀁴􀁲􀀠 32.00 LFi 220 7040.00 ,A-P'J1.-5T-S. Sl1iping and Marking LS LS 600.00 "".e-'V"& ! 7.ln!ltl1l12 ft gam 500.00 EA 4 2000.00 $2<. 1(1I117
{ Total Due $20.110..00 P.O. Bo:t 796636 • DaDas, Texas 75379 • USA I-(972) 926-0034 • Fa,. (972) 9Z6-I.!036 
PUBLIC WORKS DEPARTMENT (912) 450-2871 􀁾􀀡􀁩􀀡􀁩􀁩􀁩􀁾􀁾􀁾􀁧􀁾􀀮􀀡􀀡􀀡􀁩􀁬􀀢􀀧􀀢® Post Omce Box 9010 Addl"",. Te,'" 75001-9010 16801 Westgt'Qve May 16, 2000 Mr. Anwar M. Fatehdin Hende
International, Inc. P.O. Box 796636 Dallas" Texas 75379 Re: Ewing Drive Approach Improvements Bid No. 01-10 In regard to the contract between your comparIy and the Town ofAddison, for
constroction ofthe Ewing Drive Approach Improvements, the following events are listed: a. A notice to proceed was forwarded to your office, dated January 30, 2001. b. The contract included
a constroction term ofthirty (30) calendar days. c. As ofthe date ofthis correspondence, constroction of the Ewing Drive approaches has not been completed, and the term ofconstruction
has been exceeded by approxinJately one hundred five (105) calendar days. d. Density and moisture content lab results, obtained from a testing lab in April 2001, indicated that both
ramps did not meet contract requirements. The results ofthese tests were delivered to your staff on-site on April 25, 2001. At that tinIe, your company was directed to remove all material
on the east ramp and reconstroct it according to original plans and specifications. In addition, your company was directed to "re-shape" the west ramp to conform to original plans and
specifications. Mr. Dave Wilde, construction inspector, and myself . attended this meeting on behalf ofthe Town ofAddison. e. ApproxinIately one week after the above mentioned meeting,
your staff informed Mr. Wilde that the east ramp had been removed and replaced. On May 15,2001, Mr. Wilde stated that he did not see evidence that the east ramp had been removed. On
this date, your staff stated that the east ramp would be removed and replaced "again." f. As ofthe date ofthis correspondence, the two ramps are still under construction. 
g. Other contract items listed in the original contract have not been completed, including: 1. 3" H.M.A.C. fur the surfuce and side slopes on each ramp. 2. Striping and buttons on each
ramp. 3. Site clean-up The period ofconstruction, to date, has far exceeded the terms ofthe contract between Hencie International, Inc. and the Town ofAddison. This correspondence is
intended to serve as your notice to complete all bid items related to the Ewing Drive Approach Improvements project within fourteen (14) calendar days from its receipt. Should your company
fail to complete the project in its entirety within this period oftime, the Town ofAddison shall pursue necessary action for final disposition, including and not 1imited to assessment
ofliquidated damages and contacting your bonding company. Should you have any questions regarding this matter, please let me know. Sincerely, Steven Z. Chutchian, P.E. Assistant City
Engineer Cc: Chris Terry, Assistant City Manager Mike Murphy, P.E., Director ofPubIic Works Jim Pierce, P.E., Assistant Director ofPublic Works Dave Wilde, Construction Inspector 
Jul 05 01 03:34p Sabeel Fat",hdin 972-926-0036 p. 1 Date: Thursday, July 05, 2001 To: CITY OF ADDISON Steven Z. Chutchian Phone: 214-450-2871 Fax: 972-450-2837 From: HENCIE INTERNATIONAL
INC. Anwar Fatehdin Phone: 972-926-0034 Fax: 􀀹􀀷􀀲􀁾􀀹􀀲􀀶􀀭􀀰􀀰􀀳􀀶􀀠 Pages: 2__ Subject: Ewing Drive Approach Improvements PASS DUE AMOUNT. $ 20,910.00 
p.2 IJul 05 01 03:34p Sabeel Fatehdin 972-926-0036 II )f;ndc International, Inc. ;! Residential find Commercial Construclion Asphalt and Concrete Paving ******* INVOICE ******* Invoice
Date :June 7th 2001 tnvoice Number :01060411A Terms :Nel Sales Rep : MAF LetterType :P.O. No. 072570 Job Location :Ewing Dr. generalleciger Acct#410005B21042303000 Contact : Steven Z.
Chulchian: Company Name :CITY OF ADDISON Address :16801 West Grove City : ADDISON Stale :TX Zip :75001 Phone :214-450-2871 Fax:972-450-2837 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀮􀁾􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭�
�􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 Description Unit Cost Unit Qty $Amt. New quantitles as per change order to original plans per our meeting held on Fri, May 25 2001 1. Mob/bonds/Insurance
L5 LS 800.00 2. Rflm exisisting rence 5.00 LF 240 1200.00 3. Haul and Place earth fill 30.00 CY 109 3270.00 4. 3" HMAC Asphalt 400.00 tons 4.5 1800.00 4A. 3" HMAC Asphalt 200.00 Ions
21 4200.00 5. Permt Fencel3SIrWir 32.00 LF 220 7040.00 6. Striping and Marking LS LS 600.00 7. Install 12 ft gates 500.00 EA 4 2000.00 Total Due 􀁾􀀲􀀰􀀮􀀡􀀡􀁬􀁏􀀮􀁏􀁏􀀠 P.O. Box 796636
• Dallas. Texas 75379 • USA • (972) 926-0034 • Fax (,72) 926-0036 
DATE: Vendor No. Vendor Name TOWN OF ADDISON PAYMENT AUTHORIZATION MEMO Claim # Check $ ;;D 􀁾0.," 0 I 􀁾 􀁾􀀭􀀭L; 7-'-/-, Address Address Zip Code OBJ PROJ SAC <A: c:4t-L Authorized
Signature Finance 
, .. encie In terna tional, Inc. Residential and Commercial Construction Asphalt and Concrete Paving ******* INVOICE ******* Invoice Date :06-04-2001 Invoice Number :01060411 Terms Net
Sales Rep :MAF Letter Type :P.O. No 072570 Job Location :Ewlng Drive Contact gen.• ledger Acct. #410005821042303000 Company Name :CITY OF ADDISON Address :16801 West grove Rd. City :
ADDISON State :TX Zip :75001 Phone :214-450-7090 Fax:972-450-2837 Description Unit Cost Unit Qty $Amt. Job Ewing Drive Approach Improvements all in accordance to new quantities per plan
and meeting on Friday May 25 2001. 􀀡􀁾􀁦􀀲􀁬􀁃􀀻􀁦􀁅􀁮􀁾􀁾􀁛􀁑􀁊􀀠 JUN 072001 tOWN 01" 􀁁􀁩􀀮􀁊􀁕􀁉􀁾􀁏􀁎􀀠 Ar":r":OUNTING RECEIVED JUN 7 2001 TOWN OF P.DDISOi\i FINA[{,:::E A;!Jr;·;i!N

TOWN OF ADDISON MAIL ALL INVOICES TO: Accounts Payable P.O, Box 9010 Addison, Texas 75001 TAX EXEMPT NUMBER: 17513335556 SUBJECT TO TERMS & CONDITIONS CONTAINED ON BOTH SIDES ORDER DATE
HASE ORDER. .; _ .. t.: 􀁾􀀠 -,', 'T"i • .; ...... • ... r .... , V-'-THE P,O. NUMBER MUST APPEAR ON ALL INVOICES. DELIVERY TICKETS. ETC. REQUIRED DELIVERY DATE DELIVERY LOCATION: IENDOR
HENClE iNTERNATIONAL ,,1818 PO BOX 􀁾􀁬􀀹􀀶􀀶􀀳􀀶􀀠 􀁄􀁁􀁌􀁌􀁁􀁓􀁾􀀠 'IX 75378 (UT ) SON UTILITIES l)EPAR'l't1ENT 1 WESTGROVE RD )MMENTS 􀁾􀀧􀁜􀀬􀁉􀁜􀀮􀀮􀀻􀀬􀀭􀀬􀁌􀀮􀀮􀀭􀀬􀀠 ::-::R 1.:
TEM QUANTITY UNIT JOB USER 2: DESCRIPTION NG DRIVE APPROACH IM?ROVEMENTS 01-10 I'.DD I SON. 'l'X '75001 UNIT PRice EXTENDED AMOUNT 16.740.0000 16.740.00 .¥" 􀀪􀀪􀁾􀀪􀀪􀀪􀀪􀁫􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪
􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀺􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀱􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀠 MEMO ACCOONTlNG 􀁉􀁎􀁆􀁏􀁒􀁾􀁬􀁁􀁔􀁬􀁏􀁎􀀠 NLY }ENERAL LEDGER ACCOUN'2: NlJl:':BER
13TRIBUTlON 1 000 56210 42303 000 18488 SUB TOTAL 2.6.740.00 PU 0.00 FREIGHT 0.00 TOTAl. 16.740.00 
Item #R3-Item#R4 -Item #R5-Item#R6-Item#R7 -Item #R8-o)2ov-e 1) It Pf (;; ( z.k j{) I Item #R9-r r-otre () I'd 􀀨􀁾􀁾􀀠It) ( (p> ......... . Item #R10-pj2-ovt P A; ( '}.-G I,; I Presentation
of Proclamation for National Night Out Against Crime, August 7, 2001. Presentation of the schematic design for the Addison Athletic Club Expansion and Outdoor Leisure Pool and approval
to proceed with the project. . Presentation and approval of the schematic design and budget for the Water Tower/Addison Conference and Theatre Centre pedestrian entry way project. Consideration
of an Ordinance approving a meritorious exception to Chapter 62, Signs, Section 62-163(5), Maximum Letter/Logo Height, located at 14775 Midway Road on application from Abbotsford Court.
Consideration of a Resolution authorizing the City Manager to enter into a contract awarding ambulance billing collection services to Texas Medical Data Systems. Consideration of a Resolution
authorizing the City Manager to enter into a contract in the amount of $67,968.00 with Northstar Construction, Inc. for the construction of the Easement Park Drainage Improvements. Consideration
of a Resolution authorizing the City Manager to enter into negotiations with Metro Brick, Inc. for the purchase of a 11,363 sq. ft. site located at Lot 3, Block 1, Addison Car Care.
Consideration of a Resolution authorizing the City Manager to enter into a contract in the amount of $21 ,310.00 with AMB Property, II, L.P. for the purchase of 4,262 sq. ft. of permanent
right-of-way and 2,558 sq. ft. of temporary driveway easement located at Lot 1 Block 1, Belt Line-Marsh Business Park. City Council Agenda 06-26-01 
Consideration of a Resolution authorizing the City Manager to enter into a contract in the amount of $33,339.50 with Jim Bowman Construction for the construction of Driveway Paving Improvements
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.
------------------------.... --#2k-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 
PUBUC WORKS DEPART1UENT (972) 450-2371 • November 3, 2000 Post Office Box 9010 AddUon. T ..... 75001-9010 16801 Weotgrove Ms. Msly Hutchinson Ewing Entexprises, L.P. 4464 West Plano
Paikway Plano, T""", 75093 Re: Town of Addison -InwoodRoadISouIh QuorumAccess Dear Ms. Hutchinson: As you know, the Town of Addison has been constructing certain improvements to South
Quorum Drive in the area adjacent to the property located at 14345 Dallas Parlcway. These improvements have been and are being made pllISU8Ilt to the Agreement between the Town and the
Ewing Parties (as defined in the Agreement) entmd into on 1uIy 25, 1999. Section 3 of that Agreement pro'l'ides that the Cit;y will =t a fence along the common boundazy line between
the street right-<lf-way and the property, and construct. gate and a dri""","-y on the property to provide vehicular access from the property to the right-of-way. The Town. and its oontractor,
is prepared to construct two driveways (nunps) on the property. which will allow right-of-way access in the locations shown on the attached exhibit The fence and gates will also be installed
as required by the Agreement and as shown on the exlubit . If the location of the proposed drive approaches, fences and gates, and the ConsIruction Limit Area are acceptable, please
indicate so by having the Ewing Parties or a """,on authorized on their bebaIf sign in the space indicated below, and return one (\) original to me. Once We have received the original,
we will move fOIWard with the constnu:tion!Jn the property. Please give me a call if you have any questions or desire any additiO!18\ information. Very tru1y yours, Town of Addison 􀀮􀁾􀁾􀁾􀀠
(jt::;;i 􀁾􀁢􀁬􀁩􀁣􀀠Works Director co: Chris Ten:y,AssislantCit;yMsnager , Michael E. MUlphy, P .E., Director of Public Works Enclosure ACCEPTED AND AGREED: BWlNGPARTlES 􀁾􀁾􀀮􀀠􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀀭􀀭􀀭􀀭􀁾􀀭􀀭 TypedName:: ________ _ Date: ______ _ 
30 " = 􀀳􀀰􀁾􀀠 --------􀀭􀁾􀀠 􀀭􀀭􀁾􀀠) :.' 11'1<1" Slde'!!'alk .' ". " I _ _ __ ---Ewing Drive _' __ _Ex i.tln&, Paving ,.. /(60' ROW) -----J, -oE xisting Surface Inlet I \ Remove
Existing Chain LIn.k Fence III Re'l.'d. tor the ne'!!' construction. Install Temporary 6' RiCh Fenoe as sho'll'l1 tor the Duration of Project. Repillce til match Existing, with Double
Gates Ilt each Approach at .: c; termination of Project. 􀁾􀀧􀀧􀀧􀀧􀀮􀀠 . .' , I I I I Existln Structure \ Temporary Fence and Construction Arell Limit... I CONSTRUCTION LIMIT AREA !
I 
Date: Monday, June 04, 2001 To: CITY OF ADDISON Steven Z. Chutchian Phone: 214-450-2871 Fax: 972-450-2837 From: HENCIE INTERNATIONAL INC. Anwar Fatehdin Phone: 972-926-0034 Fax: 972-926-0036
Pages: _2tl SUbject: please find attached invoice all as per new quantities per our meeting May 25,2001. 
TOWN OF ADDISON MAl L ALL INVOICES TO: Accounts Payable P.O. Box 9010 Addison, Texas 75001 PUR HASE ORDER. No. ORDER DATE 􀀢􀁾􀀧􀁩􀀠 "-, _ • TAX EXEMPT NUMBER, 17513335668 SUBJECT TO
TERMS 8< CONDITIONS CONTAINED ON 80TH SIDES REQUIRED THE P.O. NUMBER MUST APPEAR ON ALL INVOICES. DELIVERY TICKETS, ETC. DELIVERY DATE DELiVERY LOCATION: IENDOR rEM QUANTITY UNIT DESCRIPTtON
UNliPRlce EXTENoeo AMOUNT : f.' 1'+, ':, I 18488 SUB TOTAL CLAIM" ____ _ CHECK REQUIRED IN ADVANCE D RECEIVED BY FREIGHT DELIVERY/PARTIALD FINAL D I TOTAL • 􀁾􀁾􀁾􀀬􀀬􀀭􀀭􀀭􀀭 L..-__
..L-___ _ AUTHORIZED SIGNATURE -DEliVERY DATE ____ _ 
Report POR400 Run 5 Purchasing Requisitions 􀁢􀁾􀁥􀁲􀀠Date Delivery Promised Date Quotation Number 01/26/01 , Ship to: Vendor: Town of Addison (UT) ADDISON UTILITIES DEPARTMENT 16801
WESTGROVE RD ADDISON, TX 75001 HENCIE INTERNATIONAL PO BOX 79663& DALLA'S, TX '15379' Ion Qty Vendor H Ordered U/H: Stock# Lac Stock Number Unit Price 1 1 JOB 001 16,740.0000 EWING DRIv-B
􀁁􀁐􀁾􀁦􀁻􀁏􀁁􀁃􀁈􀀠IMPROVEMENTS BID 􀁏􀁬􀁾􀁬􀁻􀁬􀀠 Account Distribution: GL Account Terms Requisition¥ Vendor Number Purchase Order NUmber 006525 004919 F.O.IL Special Instructions
􀀱􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁴􀁴􀁐􀀮􀁾􀁾􀀭􀀭 I Requested Filled by' by: Received by; 1---------------------------------------1 Trade Discount Amount Sales Tax Freight
Price Extension 41-000-56210-42303-000 16,740.00 
January 26, 2001 Anwar M. Fatehdin Hencie International, Inc. P.O. Box 796636 Dallas, Texas 75379 NOTICE OF AWARD: EWING DRIVE APPROACH IMPROVEMENTS Dear Mr. Fatehdin: Receipt of this
document authorizes your company to provide all labor and materials as outlined in the specifications, and under the terms and conditions of the contract documents for Bid No: 01-10.
A purchase order will be prepared mailed to you. If you have any questions or if I can be of assistance to you, please contact me at 972-450-7090. Sincerely, Bryan Langley Assistant
Finance Director Town of Addison cc: Jim Pierce Steve Chutchian ", 
BID EVALUATION DATE: 1/8/01 WORK: Ewing Drive Approach Improvements: Bid No. 01-10 BID DUE DATE: 01103/2001 BY: Dept. of Public Works/J.Wilson BIDDER: QuantYIll BIDDER: I. Perez BIDDER:
RCon ITEM NO. & DESCRIPTION UNIT UNIT UNIT COST QTY PRICE COST QTY PRICE COST QTY PRICE 1 Mob., Bonds, Ins. LS $6,450.00 LS $10,000 LS $1,200 2 Remove ExistFence $4.40 x 240LF $1,056.00
$5.00 x 240LF $1,200 $10.00 x 240LF $2,400 3 Haul&PlaceEarthFili $108.65 x 110CY $11,951.50 $20,00 x 110CY $2,200 $12.00 x 110CY $1,320 4 3"HMAC Asphalt $1,095,00 x 4.5tons $4,927.50
$150.00 x 4.5tons $675 $500.00 x 4.5tons $2,250 5 PermtiFencel3strWir $21.25 x 220LF $4,675.00 $10.00 x 220LF $2,200 $40,00 x 220LF $8,800 6 Striping&Marking LS $1,250.00 LS $1,000 LS
$700 7 Install12ft.Gates $496.75 x 4 each $1,987.00 $500.00 x 4 each $2,000 $350.00 x 4 each $1,400 Total: $32,297.00 Total: $19,275 Total: $18,070 ========= ===== ======:::: BIDDER:
!:iencie UNIT ITEM NO. & DESCRIPTION COST QTY PRICE 1 MobIBondS/lns. LS $800 2 RemoveExitFence $5.00 5.00 x 240LF $1,200 3 Haul&PlaceEarthFili $30.00 x 110CY $3,300 4 3" HMAC Asphalt
$400.00 x 4.5tons $1,800 5 PermtiFencel3strWir $32.00 x 220LF $7,040 6 Striping&Marking LS $600 7 Install 12ft. Gates $500.00 x 4 each $2,000 Total: $16,740 ========= 
U.VANLA.."riGLEY ASSISl'ANr FINA)iCE DIREO'OR January 30, 200 I FINANCE DEPARTMENT/ADMINISTRATION E-mail: bJangtey@ci addison tl !IS Facsimile (972) 􀀴􀀵􀀰􀁾􀀷􀀰􀀹􀀶􀀠 Anwar M. Fatehdin
Hencie International, Inc. P.O. Box 796636 Dallas, Texas 75379 5350 Belt Line Road (972) 􀀴􀀵􀀰􀁾􀀷􀀰􀀹􀀰􀀠 P.O. Box 90 10 Addison. Texa, 7500 1 NOTICE OF AWARD: EWING DRIVE APPROACH
IMPROVEMENTS Dear Mr. Fatehdin: Receipt of this document authorizes your company to provide all labor and materials as outlined in the specifications, and under the tenns and conditions
of the contract documents for Bid No: 01-10. Before beginning any work, please forward a copy of your commercial general liability, workers compensation, and commercial automobile liability
insurance certificates to the Purchasing Office. Once these documents are received, a purchase order will be prepared and mailed to you along with a notice to proceed. If you have any
questions or if I can be of assistance to you, please contact me at 972-450-7090. Sincerely, 􀁾􀀠 Bryan Langley Assistant Finance D Town of Addison cc: Jim Pierce Steve Cbutchian 
FAX COVER PAGE 􀁾􀁏􀁏􀁬􀀠 ''''1 . ! May 29, 2001 , The new quantities and pricing below reflect the I hanges to oriJnal plans as per our conversations on Friday, May 25,2001. . r ' !
' The New quantities and pricing are: Item ! I No. Description Unit Cost Unit Otv Price 1 Mob/Bonds/Ins. LS $800.00 2 Remove Exit Fence $5.00 LF 240 $1200.00 S Haul & Place Earth fill
$30.00 CY 109 $3,270.00 4 3' HMAC A!;phall $400,00 tons 4,5 $1.800.00 4a 3' HMAC Asphalt $200.00 .. tons 21 54.200. . 00 5 Permt F ence/3strWir $32.00 LF 220 $7040.00 6 􀁾􀁴􀁲􀁩􀁰􀁩􀁮􀁧􀀦􀁍􀁡􀁲􀁫􀁩􀁮
􀁧􀀠 LS $600.00 7 Install 12 It Gales $600.00 Each I 4 $2.000.00 ,I . I Total I $20.910.00 I I I' I, Signalure V 
encie In terna tional, Inc. ******* INVOICE Invoice Date :06-04-2001 Invoice Number :010604/1 Terms Sales Rep Letter Type Net :MAF :P.O. No 072570 Job Location :Ewing Drive Contact Company
Name Address gen .. ledger Acct. # 410005821042303( :CITY OF ADDISON :16801 West grove Rd. City : ADDISON State :TX Zip :75001 Phone :214-450-7090 Fax:972-450-2831 Description Unit Cost
Job Ewing Drive Approach Improvements all in accordance to new quantities per plan and meeting on Friday May 25 2001. Unit Residential and Commercial Construction Asphalt and Concrete
Paving ******* z 14 􀀭􀁦􀁦􀁬􀁻􀀬􀀭􀀷􀀧􀀿􀁾􀀿􀀠 P.O. Box 796636 • Dallas, Texas 75379 • USA • (972) 926-0034 • Fax (972) 926-0036 
encie International, Inc. Invoice Date Invoice Number Terms Sales Rep Letter Type ******* :June 7th 2001 :010604/1A :Net : MAF :P.O. No. 072570 INVOICE Residential and Commercial Construction
Asphalt and Concrete Paving ******* Job Location Contact :Ewing Dr. general ledger Acct#410005821042303000 : Steven Z. Chutchian: Company Name Address City State Zip Phone Description
:CITY OF ADDISON :16801 West Grove : ADDISON :TX :75001 :214-450-2871 Fax:972-450-2837 Unit Cost Unit Qty $Amt. New quantities as per change order to original plans per our meeting held
on Fri, May 25 2001 1. Mob/bonds/Insurance LS LS 800.00 2. Rem exisisting fence 5.00 LF 240 1200.00 3. Haul and Place earth fill 30.00 CY 109 3270.00 4. 3" HMAC Asphalt 400.00 tons 4.5
1800.00 4A. 3" HMAC Asphalt 200.00 tons 21 4200.00 5. Permt Fence/3StrWir 32.00 LF 220 7040.00 6. Striping .and Marking LS LS 600.00 7. Install 12 ft gates 500.00 EA 4 2000.00 Total
Due 120,910.00 P.O. Box 796636 • Dallas, Texas 75379 • USA • (972) 926-0034 • Fax (972) 926-00
36 Date: To: From: Pages: I I Thursday, June 07, 􀀲􀁾􀁏􀁬􀀠 I CITY OF ADDISON i P.E Steven Z. Chutchlan Phone: 214-4S0-2871[ Fax: 972-4S0-2837/I ' HENCIE INTERNA1fIONAL INC. Anwar Fatehdin
I Phone: 972-926-0034i I Fax: 972-926-0036; I 2 I i I Su bjed: INVOICE FOR EWING DR. I I I Iai 001 
May 29, 2001 The new quantities and pricing below reflect the changes to original plans as per our conversations on Friday, May 25, 2001. The New quantities and pricing are: Item No.
Description Unit Cost Unit Qty Price 1 Mob/Bonds/Ins. LS $800.00 2 Remove Exit Fence $5.00 LF 240 $1,200.00 3 Haul & Place Earth fill $30.00 CY 109 $3,270.00 4 3' HMAC Asphalt $400.00
tons 4.5 $1,800.00 4a 3' HMAC Asphalt $200.00 tons 21 $4,200.00 5 Permt Fence/3strWir $32.00 LF 220 $7,040.00 6 StripinQ&MarkinQ LS $600.00 7 Install 12 It Gates $500.00 Each 4 $2,000.00
Total $20,910.00 Signaturi 
May 29, 2001 The new quantities and pricing below reflect the changes to original plans as per our conversations on Friday, May 25,2001. The New quantities and pricing are: I Item No.
Description Unit Cost Unit Otv Price 1 Mob/Bondsllns. LS $800.00 2 Remove Exit Fence $5.00 LF 240 I $1,200.00 . 3 Haul & Place Earth fill $30.00 CY 109 $3,270.00 4 3' HMAC Asphalt •
$400.00 tons 4.5 $1800.00 4a 3' HMAC Asphalt $200.00 tons 21 $4200.00 • 5 Permt Fencef3strWir $32.00 LF 220 • $7040.00 • 6 StripinQ&MarkinQ LS $600.00 7 Install 12 ft Gates Each 4 $2,000.00
. , I I Total $20,910.00 I 
HP LaserJet TOAlASERJET 3200 9724502837 MAY:24-2001 14:31 Fax Call Report 320088 Job Date Time Type Identification Duration 979 5/24/2001 14:30:44 Send 1-04 TOWN OF ADDISON 99722504774
TO: ..... _C1"j?f AJ;::/fA wt..v Company: a+I.. ... TeCH FAX', '172 -25" -4774-1>0'" sf:. 􀁾􀀯􀁑􀀠f PUBLIC WORKS Pboue: 912!45().. .2.rd r .. , 91214Sf!..2tI37 16801 Watgrove P.O. Box
9010 Addison, TX 1SOO1-9010 Pages 2 invent Result OK 
BID EVALUATION DATE: 1/6/01 WORK: Ewing Drive Approach Improvements: Bid No. 01-10 BID DUE DATE: 01/03/2001 BY: Dept. of Public Works/J.Wilson BIDDER: Quantum BIDDER: I. Perez BIDDER:
RCon ITEM NO. & DESCRIPTION UNIT UNIT UNIT COST QTY PRICE COST QTY PRICE COST QTY PRICE 1 Mob., Bonds, Ins. LS $6,450.00 LS $10,000 LS $1,200 2 Remove ExislFence $4.40 x 240LF $1,056.00
$5.00 x 240LF $1,200 $10.00 x 240LF $2,400 3 Haul&PlaceEarthFili $108.65 x 110CY $11,951.50 $20.00 x 110CY $2,200 $12.00 x 110CY $1,320 4 3"HMAC Asphalt $1,095.00 x 4.5tons $4,927.50
$150.00 x 4.510ns $675 $500.00 x 4.5tons $2,250 5 PermtiFence/3strWir $21.25 x 220LF $4,675.00 $10.00 x 220LF $2,200 $40.00 x 220LF $8,800 6 Striping&Marking LS $1,250.00 LS $1,000 LS
$700 7 Install12ft.Gates $496.75 x4each $1,987.00 $500.00 x 4 each $2,000 $350.00 x 4 each $1,400 Total: $32,297.00 Total: $19,275 Total: $18,070 ========= ======== ======= BIDDER: Hencie
UNIT ITEM NO. & DESCRIPTION COST QTY PRICE1 Mob/Bonds/Ins. LS $800 2 RemoveExitFence $5.00 x 240LF $1.200 3 Haul&PlaceEarthFili $30.00 x 110CY $3,300 4 3" HMAC Asphalt $400.00 x4.5tons $1,800 5 PermtiFence/3strWir $32.00 x 220LF
$7,040 6 Striping&Markin9 LS $600 7 Install 12ft. Gates $500.00 x 4 each $2,000 Total: $16,740 ========= 􀀱􀀧􀀱􀀬􀁹􀁷􀀭􀀯􀁴􀁾􀀠 1'1-FATeHP/'lr oR SA "'1 #etvClG I,-vTGR. 􀁾􀀠77t::vv-4L
q72 -tf26-t7t?39-
LEIGH ENGINEERING, INC. 8908 AMBASSADOR ROW DALLAS, TEXAS 75247 214-630-9745' FAX: 214-630-9819 www.leighengineering.com TOWN OF ADDISON P.O. BOX 9010 ADDISON TX 75001-9010 A IT : STEVE
CHUTCHIAN A Leigh Company PLEASE DETACH THIS PORTION AND RETURN WITH YOUR PAYMENT $ STATEMENT ADD02 0513012001 AMOUNT .... REMITIED ATE INVOICE NO. DESCRIPTION I AMOUNT I EXTENSION 0413012001
3122 01-4875 $339.50 339.50 LEIGH ENGINEERING, INC. 8908 AMBASSADOR ROW DALLAS, TEXAS 75247 I i I I I, j; !,." I i I I I i -\ I I I I i t I . , 
.' " ;. <, '" '{ ':'1 . L ("h l·;, .. ' },(j; 􀀺􀁾􀀬􀀮􀀧􀀠 " 􀁾􀁾􀀧􀁦􀁾􀁾􀀻􀁩􀀠 , ' ·l··· 􀁾􀀮􀀠 : .. " '.; ",,:. ",t. 􀀺􀁾􀀺􀁲􀀠 ,:, , J" , ,,' ". '!', ,',,:' i ,. <.:, .. \ c' '",'
'. . ,," ",: 􀁻􀁾􀀠 :1 I:.',:; vw!¢ STEVEN Z. CHUTClllAN, RE. Assistant City Engineer (972) 450-2886 (972) 450-2837 FAX (214) 673-2518 Mobile schutchian@ci.addison_Ix.us E-mail Town
of Addison 16801 Westgrove Dr. P.O. Box 9010, Addison, Texas 75001-9010 ;:)VPf 􀁾􀀠 I 􀁆􀁾􀀠/4!'ce(vi! f) 71{IS sTYf T e ""1 Erv T fCp/VE ptrte fe 􀁾􀀢􀁩􀁣􀀮􀁥􀁳􀀮􀀠 I .$-<i!',....T
,.; P. A, I"'( . 1> r(/(t. 17M 5;//,1/0 (J A tI4' 􀁲􀁴􀀿􀁖􀁾􀀠 71fE op Fr C E /+/15 f ,£'" J3:A 8 L r .t en--T C fie C,K.. 7Z' 7*"1 _ ..r THar I?HT ra< "'-4?( L-{1 Uk J T'fi Te 􀁾􀀧􀀱􀀮􀀯􀁔􀀠
1"'-' ft?e &;e. J) ff/.e pC/St:J, Vft> Ht-v 􀁲􀀨􀀯􀁇􀀭􀀧􀁾􀀠 FI ie..s 770"-,,,18-( 􀁆􀁾􀀠 .. , :' .I! . <' 􀁾􀀠, ,:' ',I, I ,': 􀁾􀁾􀁩􀀬􀁩􀀢􀁦􀀠 f;! 4-/t:J I 􀁾􀀬􀀠 ' • I; r.:" "': ::
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DATE: , TOWN OF ADDISON PAYMENT AUTHORIZATION MEMO , ... " , --, s/frf/&/Claim # Check $ '33 9', .s1J'< Vendor No;' Vendor Name Address -___ 􀀮􀀧􀀺􀁧􀀧􀀭􀀡􀀮􀀺􀁲􀁴􀁬􀀺􀀮􀀮􀀡􀀺􀀺􀀮􀀭􀀹􀁟􀀧􀀭􀁁􀀺􀀮􀀺􀀮
􀀭􀀴􀀺􀀮􀀮􀀮􀀡􀀮􀀮􀀡􀁂􀁣􀁬􀁩􀀮􀁁􀀺􀀮􀀡􀀻􀁳􀀮􀀺􀀺􀀺􀀺􀁦􀁩􀀮􀀺􀀮􀀮􀀺􀀺􀀻􀁄􀀮􀀺􀀮􀀢􀁾􀁒􀀧􀀭􀀮􀀺􀀮􀁒􀀮􀀺􀀺􀀮􀀺􀀮􀀨􀀡􀀮􀀺􀀮􀀺􀁷􀀽􀀭􀀭 Address -DAL.LAs,! TC:XA5 '" Address Zip Code 􀀷􀁓􀀲􀀴􀀭􀀷􀀭􀁾􀀯􀁏􀀠
IJ f E "'-I';; 4 P?-I '< _ 14r"'V' ..r 􀁾􀁪􀁾􀀧􀀭􀁥􀀠􀁾􀁾􀀷􀀤􀀠.7ilti --ff'!t?}7:rT i>. A 5(.; j$JIf) ft1?er dF ;-r..v/WtftJ /s, ,•, -,--, -􀁁􀁾􀀠 Authorized Signature Finance 
RoneE A LEIGH COMPANY TO: Town of Addison Attn: Mr. Steve Chutchian POBox 9010 Addison TX 75001-9010 'ROJEC£: Ewing Drive Approach Improvements Addison, Texas ;. DATE REPORT DESCRIPTION
OF SERVICES 04/1212001 122906 Soils Technician (hourly) 0411212001 122906 In-Place Density Test (each) 04/1212001 122906 Transportation Charge (trip) 0411212001 122906 Engineering &
Report Review (hourly) 04112/2001 122907 Moisture Density Relationship ASTM D-698 (each) 04/12/2001 122907 Atterberg Limits (each) 04/12/2001 122907 Engineering & Report Review (hourly)
89m! Ambassador Row Dallas, T .... 75247-4510 (214) 630-9745 (214) 630-9819 (fax) INVOICE DRMlTTO: Invoice No: 02993122 Rone Engineers, Inc. 8908 Ambassador Row Dallas, Texas 75247 Federal
E.I.N. 75·1384756 Project No: 014875 Invoice Date: 04130/2001 For Services Through: 04130/2001 QTY RATE TOTAL 2.00 27.50 55.00 4.00 13.00 52.00 1.00 13.00 13.00 0.30 55.00 16.50 1.00
130.00 130.00 1.00 40.00 40.00 0.60 55.00 33.00 For questions reg(If'ding this invoice contact Lawrence Bracken at (214) 630·9745. INVOICE TOTAL 339.50 I ... " ERMS: Net 30 Days Pagel

Steve Chutchian From: Sent: To: Subject: Luke Jalbert Thursday, May 24, 200111:39 AM Steve Ctlutchian Daltech I figured Daltech owes us $4415, the calculations are on a yellow legal
pad on my desk. 1 
RoneEngineers A I...EIGH COMPANY III Client: Town of Addison Attn: Mr. Steve Chutchian POBox 9010 Addison TX 75001-9010 Project: Ewing Drive Approa<:h Improvements Addison, Texas Services:
Perform In-Place Density Test in accordance with ASTM Standards. 􀁾􀁾􀁾􀁾􀁾􀀠_ 􀁾􀁾􀁐􀁾􀁒􀁏􀁊􀁅􀁃􀁔􀁄􀁁􀁔􀁁􀀠 CONTRACTOR: Test Mothods: ASTM D-2922 ASTM D-3017 Gauge: Troxler Gauge Serial
No: 4645 Test Mode: DT 8908 Ambassador Row DaHas, Texas 15247 -1Sl(t (214) 630-9745 (214) 63(}"9819 (fax) IN-PLACE DENSITY TESTING Report No.: Project No.: Date of Service: Report Date:
122906 014875 04/1212001 0412312001 Standard Counts Moisture Density Current; 568 Current: 1997 Previous: PreViOUS: MOISTURE DENSITY RELATIONS MID No. Description Moisture % -------1
Sandy Clay wfsome LSF, dark grey and brown 20.5 Maximum Deruity pd 102.5 Project Requirements Moisture Density Optimum +3% 95 min FJEI,D DENSITY TESTS-'--__________ _ TEST NO TEST LOCATION
Ewing Drive paving ramps PROBE DEPTH MID No. MOISTURE WET DENSITY DRY DENSITY DENSITY (%) 􀀨􀁾􀁣􀁬􀀩􀀠 weI) ('Yo 1IIlIX) 1 West ramp, IS below grade 6" 1 28.0* 119.2 93.1 91 * Ewing
Drive paving ramps 2 West ramp, .5' below grade 6" 1 29.0* 118.2 91.7 90* Ewing Drive paving ramps 3 Eastramp,1.5'belowgrade 6" 1 31.0* 111.1 85.0 83* Ewing Drive paving ramps 4 East
ramp, .5' below grade 6" 1 28.0* 115.4 90.3 88 * An asterisk (*) appears next to test results which do NOT meet the project specifications. Technician: Gary B urcharn Report Distribution:
(1) Town of Addison Started: 10:00a Finished: 12: 00p LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no
responsibility for variation in quality (composition, appe:lfanCe, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have
no control. OUf letters and reports are for the exeiusive use of lhe clients [0 whom they are addressed and shall not be reproduced except in full without the written approval of Roue
Engineers, Inc. 07JC Page loft 
RoneEngineers A LEIGH COMPANY • 8908 Ambassador Row Dallas, Texas 75247-4510 (214) 630·9745 (214) 630·9819 (fax) MOISTURE DENSITY RELATIONS Client: Town of Addison Attn: Mr. Steve Chutchian
PO Box 9010 Addison TX 75001·9010 Project: Ewing Drive Approach Improvements Addison, Texas Report No.: Project No.: Date of Service: Report Date: 122907 014875 04/1212001 04/20/2001
Services: Obtain a somple of material from the jobsite, bring the sample back to the laboratory and perform a moisture density relationship test in accordance with ASTM Standards. PRO.JECTDATA
CONTRACfOR: Town of Addison DATE SAMPLED: TEST FOR, Fill MATERlALPREPARATION: MA TERlAL: Sandy Clay w/some LSF, dark grey RAMMER TYPE: and brown SAMPLED BY: CLASSIFICATION: Fill SAMPLE
LOCATION: TEST METHOD: ASTM D-698 MethodB ASTMD-4318 REPORT OF TEST 0411212001 Moist Mechanical Burcham, G1lry east ramp MAXIlYIUM DRY DENSITY, pef: 102.5 OPTIMUM MOISTURE CONTENT, %,
20.5 MOISTURE DENSITY RELATIONS LIQUID LIMIT: 55 PLASTIC LC'<IIT: 20 PLASTICITY I1>"DEX: 35 Technician: Gary Burcham Report Distribution: (1) Town of Addison 113 10? Dry Density (pet)
105 101 97 . ......... -.J /' V //15 17 " '" " " , "" .... ",..,.. -' ......... "' ...... ..... ....... 19 21 23 2S MOlSTIlRE CONTENT(%) z." 􀁡􀁬􀁾􀀺􀀢􀁾􀁾􀀠rve Sm, fic VI 2.70 . --"-"_.
"-'-,I' " ..... \. 27 LIlvIlTATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in
quality (composition, appellfllnce, performance, ete,) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our leuers and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written apprOval of Rone Engineers, inc. Page 1 of
1 )6 
'. -.'; J" (ft1t!. STEVEN Z. CHUTClllAN, P.E .. Assistant City Engineer (972) 450·2886 (972) 450·2837 FAX (214) 673·2518 Mobile schutchian@ci.addison.tx.us E-mail Town of Addison 16801
Westgrove Dr. P.O. Box 9010, Addison, Texas 75001·9010 e· i 􀀢􀀧􀁾􀀠 􀁾􀁾􀀨􀀢􀁜􀀠 f \' I:::. 􀀿􀀭􀀱􀁾􀀠 􀁾􀀠\1 􀁾􀀠 r'Il ('\ 􀁾􀁾􀀢􀀧􀁩􀀠 (l) } i\) v-. 􀁾􀁾􀀠 􀁾􀀠t' 'J:: \'l) (\ '"
b 1:. -j , (j 􀁾􀀠􀁾􀀠 􀁾􀀠 t.-., 􀁾􀀠 􀁾􀀠 + 􀁾􀀠 11 􀁾􀀠
04/23/01 MON 14,37 FAX 2146309819 LEIGH ENGINEERING Client: Town of Addison AIm: Mr. SIeve Chulchian POBox 9010 Addison TX 75001·9010 Projec&: Ewing Drive Approach lmprov<:mcnls Addison.
Texas Senrices: Ferform 􀁉􀁮􀁾􀁐􀁬􀁡􀁣􀁣􀀠Dc:osiry T¢st in ll.CCOfdtlllce with ASTM Standards. CONTRACTOR: 1· ••• Methods: ASTM D.2922 ASTMD·3017 PROJECT DATA Gauge: T1"6Xlcr G.ug. Sornu
N.: 4645 TlSt Mode! DT 8908 AmbaSJ3dllt Row Dillla.". 􀀧􀁲􀁾􀀳􀁓􀀠752.41..4S10 (214) 6.10-9'145 (114) 63'·'81' (r..) IN·PLACE DENSITY TEST1NG 􀁒􀁾􀁰􀁯􀁲􀁴􀁎􀁮􀀮􀀺􀀠 Project No.! Date
of Service: Repo9aw: 122906 014875 04/1212001 04123/2001 Sand.rll Counts Moistul'e Cumnl: 568 Pferlous: Deusity CUl:rt:nl: 1997 MOISTURE DENSITY RELATIONS MlDN •. 1 Sandy Clay wfsome
LSP. dark gre:)' and brown 20.5 Mc;imum D""lIy pel 102.5 Project Requir.emtro1$ Moisturt Dcnnt)' optimum +3% 95 min FIELD DENSITY TESTS TEST NO n:ST LOCATION Ewing Drive paving ramps
PROBE DEl'Tll MID N •• MOISTURI!: WET DENSITY DRY DllNl>lT'I' m:NSrr'Y (%) (Pd) (P'!) I" "'II') West ramp, 1.5' below grade 6" 1 28.0" 119.2 93.1 'Il 􀁾􀀠 Ewing Drive paving ramps 2
West !1Imp, .5' below grade 6" 1 29.0· 118.2 91. 7 90 * Ewing Drive paving ramps 3 East ramp, 1..5' below grade 6" 1 31.0* 111.1 85.0 83" Ewing Drive paving rllmps 4 Eastramp • .5' below
grade 6" 1 28.0* 115.4 90.3 88 􀁾􀀠 An asterisk (*) appears next to test results which do NOT meet the pruject specif_lions. Tedmician: Gary Burcham Report Di..tribu!ion: (I) Tuwn of
Addi, •• Slarte., 1O:UOa 􀁆􀁩􀀺􀁮􀁩􀁾􀀼􀁤􀀺􀀠 12:00p UMITATIONS: The: JeSt td.WlS 􀁰􀁦􀁃􀁓􀁾􀁬􀁬􀀱􀁴􀁌􀁬􀀠berein Wtfi: pmpllfCd bilsed I1JIOft the specific samples provided fa( rtstiD;.
Wr; WUJ:ne DO te!jXlllSlbility forvwtion in qua;li ty (composidon •• pperu-acee, performance, ew.) m' Ilny other feature of 􀁾􀀻􀁲􀁑􀀮􀁩􀁬􀀮􀀱􀁉􀀧􀀠􀀺􀁓􀁌􀀾􀁢􀁪􀁾􀁴􀀠lDOltTe.r provided
by PUStJlU or eouclitiolli over wbleb wt: have no COfltIOJ. Our IcttttS :rod repOTU.ue forlhc cxcluSlve ust: af the dIe-ilLs 10 wlunn thby ute addrcs$td and ,shllB nOt be reproduced
except tn ruu wiUlouL (hc writtec approv:d of ROJ:Ic Engineers. Inc &7JC Pngc Ion 
-----I ._---f 
PUBLIC WORKS DEPARTMENT 􀁾􀁩􀁯􀀻􀁬􀁢􀀧􀀡􀀡􀀡􀀧􀁾􀁾􀀧􀀡􀁬􀀡􀀡􀀡􀀠􀁾􀁾􀀧􀀡􀀡􀀡􀀡􀁩􀀡􀀡􀀡􀀡􀁩􀀡􀂮􀀠 Post Office Box 9010 Addison, Texas 75001-9010 February 2, 2001 Ms. Mary Hutchinson Ewing
Enterprises, L.P. 4464 West PIano Parkway Plano, Texas 75093 Re: Ewing Drive Approach Improvements Inwood Road/South Quorum Access Dear Ms. Hutchinson: (972) 45()'2871 16801 Westgrove
The Town of Addison recently awarded a construction contract to Hencie International, Inc. for the construction of two drive approaches (ramps) along the south side of Ewing Drive. It
is anticipated that the contractor will begin this project in approximately two weeks and it should be completed in March 2001. During the actual construction of these scheduled improvements,
we will provide inspection of all work performed. Should you have any questions or concerns regarding this project, please contact me at 972-450-2886. Your understanding and consideration
is very much appreciated. Sincerely, Steven Z. Chutchian, P.E. Assistant City Engineer Cc: Mike Murphy, Director of Public Works Jim Pierce, Assistant Director of Public Works 
, .J , "I I ,---" , i I i fit RED LION HOTELS & INNS® 􀁾􀁳􀁴􀁾􀀭􀀭 . 􀁉􀁖􀁾􀀴􀀠 􀁴􀁶􀁌􀁾􀁾􀁾􀀭􀁴􀀠 1t ' I'JUu7 􀁦􀁍􀀭􀁊􀁩􀁾􀁓􀀭􀀱􀁊􀁮􀀠 * ;0-1-it l»n 􀁾􀀠 FOR RESERVATIONS, CALL TOLL
FREE: 1-800-RED-UON 􀁾􀀠
January 26,2001 Anwar M. Fatehdin Hencie International, Inc. P.O. Box 796636 Dallas, Texas 75379 NOTICE OF AWARD: EWING DRIVE APPROACH IMPROVEMENTS Dear Mr. Fatehdin: Receipt of this
document authorizes your company to provide all labor and materials as outlined in the specifications, and under the terms and conditions ofthe contract documents for Bid No: 01-10.
Before heginning any work, please furward a copy of your commercial general liability, workers compensation, and commercial automobile liability insurance certificates to the Purchasing
Office. Once these documents are received, a purchase order will be prepared and mailed to you. If you have any questions or ifl can be of assistance to you, please contact me at 972-450-7090.
Sincerely, Bryan Langley Assistant Finance Director Town of Addison cc: Jim Pierce Steve Chutchian 
-,,-ADDisoN BRYANU!'iGLEY ASSISTANT FlNASCE DlRECfOR January 30, 200 J FINANCE DEPARTMENT/ADMINISTRATION 􀁾􀁭􀁡􀁩􀀱􀀺􀀠hIangJc)'@d addison fJ us Facsimile (972) 4SQ.. 7096 Anwar M, Fatehdin
Hende International, Inc. P,O. Box 796636 Dallas, Texas 75379 5350 Belt Line Road (972) 450·7090 P.O. Box 9010 Addison, Texas 75001 NOTICE OF AWARD: EWING DRIVE APPROACH IMPROVEMENTS
Dear Me Fatehdin: Receipt of this document authorizes your company to provide all labor and materials as outlined in the specifications, and under the terms and conditions of the contract
documents for Bid No: 01-10, Before beginning any work, please forward a copy of your commercial general liability , workers compensation, and commercial automobile liability insurance
certificates to the Purchasing Office. Once these documents are received, a purchase order will be prepared and mailed to you along with a notice to proceed. If you have any questions
or if I can be of assistance to you, please contact me at 972-450-7090. Sincerely, fa Bryan Langley Assistant Finance D Town of Addison cc: Jim Pierce Steve Chutchian 
January 26, 2001 Anwar M. Fatehdin Hencie International, Inc. P.O. Box 796636 Dallas, Texas 75379 NOTICE OF AWARD: EWING DRIVE APPROACH IMPROVEMENTS Dear Mr. Fatehdin: Receipt of this
document authorizes your company to provide all labor and materials as outlined in the specifications, and under the terms and conditions of the contract documents for Bid No: 01-10.
A purchase order will be prepared mailed to you. If you have any questions or if I can be of assistance to you, please contact me at 972-450-7090. Sincerely, Bryan Langley Assistant
Finance Director Town of Addison cc: Jim Pierce Steve Chutchlan 
DATE: IZ(S!PO Vendor No;' Address Address Address Zip Code TOWN OF ADDISON PAYMENT AUTHORIZATION MEMO Claim # 1731/D.4LLAS PKtvf, 􀁄􀁁􀁌􀁌􀁁􀁾􀀠I TEXAS 7SZC/-!? STc Z(JO EXPLANATION
FIRST {Ff-v/fL f'A-r1t EJVT 77' PAL-TeCH ,C!Nfilrvt::ER-!Iv tft I I'VC. FIf? R e IV f f lVeeJ<? to/" t; 􀁾􀀠C /2i-f C EJ:' rc c CA TE'7J 70 7lI-e=-o 126 (lj,,-, ,:>F C lv(lVtj 1) Rive
ApJ>b>,'1CCI ...LA PlZpve:"" 􀁥􀀯􀁩􀀮􀀭􀁾􀀠. 􀁦􀁩􀁥􀁾􀀧􀀠 Authorized Signature Finance 
Mr. Jim Pierce, P.E. Town of Addison 16801 Westgrove PO Box 9010 Addison, Texas 75001-9010 CONSULTING CIVIL ENGINEERS I SURVEYORS CONSTRUCTION MANAGERS INVOICE 1054 November 27,2000
RE: Ewing Drive -Drive Town of Addison DTE Job 0054 PROFESSIONAL SERVICES FOR DESCRIPTION AMOUNT Engineering Plans $2,950.00 SUB-TOTAL $2,950.00 TOTAL AMOUNT DUE THIS INVOICE $2,950.00
All payments are due upon receipt, 1.5% interest per month will be charged after 30 days. 17311 DALLAS PKWY ISlE 200 I DALLAS, IX 75248 I 972-250-2727 I FAX 972-250-4774 D 1 􀀲􀁾􀁾􀀠'I;'
􀁦􀁾􀁯􀁃􀁊􀁩􀁾􀁉􀁜􀁉􀁇􀁅􀀠 I 􀁆􀁾􀁬􀁾􀁾􀁒􀁔􀁲􀀼􀀡􀀠 TX 76101 I 817-626-8777 I FAX 817-626-5777 a serv e ra l.nVOl.ce .x l'Iebmasler@dal-lech.com 
iii!!!!i!!!!!!!!!!!!!'!!!!!!!!!._.II!!!!_. FINANCE DEPARTMENT I PURCHASING DIVISION 535lJBehLineRoad (972)45lJ-7091-Facsimile (972) 45()'7096 Post Offioe Box 9010 Addison, Texas 75001
Bryan Langley Assistant Director of Finance INVITATION TO BID The Town of Addison is accepting bids from all interested parties for Ewing Drive Approach Improvements. Bid No: 01-10 Bid
Name: Ewing Drive Approach Improvements Bid Opening: 2:00PM, January 3, 2001 Purchasing Division Addison Finance Building 5350 Belt Line Addison, Texas 75240 If you do not wish to bid,
but do wish to remain on the bidder list, please return an envelope with your company name and address on the outside and clearly marked ''NO-BID'' BID #01-10. It will not be necessary
to return any of the bid forms or documents if you wish to ''NO-BID''. Late bids will be returned unopened. and unsigned bids will be rejected as non-responsive. For questions concerning
the biding process, contact Bryan Langley, Assistant Finance Director, at 972/450-7090 or e-mail mail blangleV@ci.addison.tx.us. For questions concerning the scope of the work contact
Mr. Steve Chutchian, Assistant City Engineer at 972-450-2886 or e-mail schutchian@ci.addison.tx.us. If you are not a member of DemandS tar. com and wish to obtain a free copy of the
bid specifications. you may pick one up at the Purchasing Department. 5350 Belt Line Road, Addison. Texas 75240. Page 1 ofl4 
TOWN OF ADDISON INSTRUCTIONS TO BIDDERS 1.0 RECEIPT AND PREPARATION OF THE BID 1.1 Bids will be received by the Purchasing Coordinator of the Town of Addison until time specified in
the Invitation to Bid, at which time bids will be publicly opened and read aloud, in the Finance Building of the Town of Addison loceted at 5350 Belt Line Rd., Addison, TX 75240. Bids
must be received by the specified time in order to be considered, and bids submitted after this closing time will not be considered and will be returned unopened. 1.2 Each bid shall
be enclosed in a sealed envelope, addressed to the Purchasing Coordinator. Town of Addison, P.O. Box 9010, Addison, Texas, 75001. Bids must be labeled in the lower left-hand comer with
the bid name and number. Bidders must also include their company name and address on the outside of the envelope. 1.3 Bidders are responsible for making certain bids are delivered to
the purchasing department. Mailing of a bid does not insure that the bid will be delivered on time or delivered at all. If bidder does not hand deliver bid, it is suggested that he/she
use some sort of delivery service that provides a receipt. 1.4 Bids may be withdrawn prior to the above scheduled time set for closing of the bids. Any bid received after the time and
date specified will not be considered. 1.5 The Town of Addison reserves the right to postpone the date and time for opening bids through an addendum. 2.0 ADDENDA AND EXPLANATIONS 2.1
Bidders having any questions regarding the true meaning of the specifications or terms and conditions shall submit these questions to the Purchasing Manager. Any and all interpretations
or supplemental instructions, which, if issued, will be sent to all prospective bidders. A copy of all addenda issued must be signed and returned with your bid. 3.0 TAXES All bids are
required to be submitted without State Sales tax. The Town of Addison is exempt from payment of such taxes and a Tax Exemption Certificate will be executed for the successful bidder.
4.0 SCOPE OF WORK The work under this contract shall consist ofthe items or services contained in the bid, including all materials, equipment, labor and all other items necessary to
complete said work in accordance with the contract documents. Page2of14 
5.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITES 5.1 Before submitting a bid, each bidder must thoroughly examine the contract documents and project site to ensure that the services you
are proposing meets the intent of these specifications. 5.2 The Town of Addison is not responsible for incomplete bid packets. 5.3 Bidders are instructed to return all pages of bid packet
that contain written responses from you. 6.0 BIDDING 6.1 Bid Bond The Bidder will be required to submit a !'lid Security, made payable to the Town of Addison in the amount of five per
cent (5%j of the Bidders total bid price. Security shall be in the form of a certified bank check or a Bid Bond issued by a corporate surety authorized and admitted to do business in
the State of Texas and licensed by the State to issue surety bonds. The surety shall also appear as a qualified surety on the list from the U.S. Treasury Department. The Bid Security
of the Successful Bidder will be retained until such Bidder has furnished a performance bond, payment bond, & maintenance bond equal to the total contract price. Contractor shall include
this cost in his bid. Bonds must be furnished within five (5) days of the Notice of Award. If the Bidder fails to furnish the required Bonds within tbe prescribed time, the Owner may
annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of any Bidder whom the Owner believes to have a reasonable chance of receiving the award
may be retained by Owner until the Contract is awarded. Attorneys-in-fact who sign bid bonds must file with each bond, a certified and effectively dated copy of their Power of Attorney.
6.2 Bidders are instructed to consider the following factors in preparation of your bid: a. Bids shal1 remain firm for a period of 45 calendar days after the scheduled bid opening. b.
Exceptions to any specifications, or part thereof; must be clearly stated and included with your Bid Proposal Form. c. Bidders are instructed to include al1 necessary charges, related
to this contract. 7.0 AWARD OF CONTRACT 1.1 The Town of Addison reserves the right to reject any or al1 bids, reject any particular item on a bid, and to waive immaterial formalities.
The contract will be awarded to the lowest responsible bidder whose bid is most advantageous to the city, price and other factors considered. 1.2 Award will be based upon any analysis
of the following criteria: Bidders ability to produce the goods or services requested, performance on similar contracts, and an Page 3 of14 
evaluation of the bidder's understanding of the purchaser's needs. To demonstrate bidder's qualifications to perform the work, each bidder must submit with their bid, five (5) customer
references for similar miscellaneous pavement improvements projects, including name of customer, telephone number and individual to contact. 7.3 The anticipated start date is as soon
as practical after the bid is awarded. The Contractor will have thirty (30) calendar days to finish the project, from start date to completion of the project. (The owner fuels this project
can easily be completed in thirty days or less) 7.4 One contract shall be awarded to the lowest responsive bidder based on the total of improvements on all three street segments combined.
8.0 CERTIFICATES OF INSURANCE REQUIRED 8.1 The Contractor shall agree to furnish and maintain, during the period of this agreement, insurance coverage meeting the following rt«luirements:
a. 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, ($1,000,000 Products/Completed Operations Aggregata) and XCU (explosion, collapse & undergrOWld) Hazards. Coverage for Products! Completed
Operations must be maintained for at least two (2) years after the work is completed. Coverage must be written on an Occurrence Form. Contractual Liability must be maintained with respect
to the contractor's obligations contained in the contract. b. Workers Compensation insurance at statutory limits, including employers liability coverage at minimum limits 0($100,000
per occurrence -each accident, $100,000 per occurrence -disease, and $500,000 aggregate -disease. c. Commercial automobile liability insurance at minimum combined single limits of $500,000.
per occurrence for owned, non-owned and hired coverage. 8.2 Contractor shall provide the following endorsements: a. Named insured wording which includes the Contractor and the Town of
Addison with respect to general liability, automobile liability. b. All liability policies shall contain cross liability and severability of interest clauses. c. A waiver of subrogation
in favor of the Town of Addison with respect to the worker's compensation insurance and all other insurance policies. . d. The policy shall be endorsed to require the insured to immediately
notilY the Town of Addison of any material changes in the insurance coverage. 8.3 All insurance shall be purchased from an insurance company, which meets the following requirement: Page4of14

a. Must be issued by a carrier, which is rated" A-I" or better by A.M. Best's Key Rating Guide. b. Licensed and admitted to do business in the State of Texas and is a subscriber to the
Texas Guaranty Fund. 8.4 All insurance must be written on furms filed with and approved by the Texas State Board of Insurance. Certificates of insurance shall be prepared and executed
by the insurance company or it's authorized agent and shall contain provisions representing and warranting the following: 8. The company is licensed and admitted to do business in the
state of Texas. b. The Texas State Board of Insurance has approved the company's forms. c. Sets forth all endorsements as required above. d. The Town of Addison will receive at least
thirty (30) days notice prior to cancellation or termination of insurance. 9.0 BONDS REQUIRED Bonds must be executed prior to beginning work on the project and must be executed by a
corporate surety authorized and admitted to do business in the State of Texas and licensed by the State to issue sorely bonds. The Surety must be listed in the most recent U.S. Treasury
Department's "List of Acceptable Sureties", issued annually on July L 9.1 The Bid Bond shall be made payable to the Town of Addison in the amount offive per cent (5%) of the Bidders
total bid price. Security shall be in the form of a certified bank check or a Bid Bond issued by a corporate surety authorized and admitted to do business in the State of Texas and licensed
by the State to issue surety bonds. The surety shall also appear as a qualified surety on the list from the U.S. Treasury Department 9.2 The Performance Bond shall be in an amount equal
to the total contract price and guarantee that the Contractor shall repair andlor replace any defects in workmanship or materials used therein, for a period of one (I) year from the
date of final acceptance of the work by the owner. 9.3 The Payment Bond shall be in an amount equal to the total contract price and guarantee payment to all persons supplying labor and
materials or furnishing equipment in the execution oftbe Contract 9.4 The Maintenance Bond shall furnish by the contractor the Owner, upon acceptance of the work by the Owner. Such Maintenance
Bond shall be for a period of one year from the date of acceptance. The amount of the Maintenance Bond shall be 100% of the Contract Price. All bonds shall be signed by Contractor as
principal and by an established bonding company approved by Owner, as surety. Bonds shall be accompanied by appropriate power-of-attorney clearly establishing extent and limitations
of authority of each signer to so sign, and where the work is performed and to whom Page 50f14 
any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship. All bonds shall be made on forms complying with requirements
of laws of the State of Texas. 10.0 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 !be matter to Alternative Dispute Resolution pursuant to !be laws of the State of Texas. Tbe parties shall select a third party arbitrator
or mediator ftom the current list of neutrals on file with the Alternative Dispute Resolution Administrator of!be 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 of Texas. 11.0 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
of race, color, sex, or national origin, in !be award or performance of any contract. The Town of Addison will require its employees, agents, and contractors to adhere to this policy.
Page 6 of14 
Special Instructions EwiBg Drive Approach Improvements 1.0 General 1.1 The bid prices shall reflect the furnishing of all labor and materials necessary for the complete construction
of the proposed improvements. Construction shall be in accordance with all contract documents, engineering plans, the latest edition of the NTCOG StandardSpecifications for Public Works Construction, and as descnlJed in the specifications. Signs, barricades, warning devices, as a minimum, shall conform to the Texas Manual on Uniform Traffic
Control Devices 1.2 All work within the public right-of-way shall also comply with the Town of Addison Street Excavation Ordinance #85-094, #88-031 and #608. 1.3 The contractor shall
maintain a minimum of one lane of free flow traffic, in each direction on Ewing Drive, at all times. _ 1.4 A copy of the concrete andlor asphalt batch designs shall be submitted for
approval, prior to construction. 1.5 Contractor shall adjust any boxes, valve stacks, clean outs, etc. to fmished grade as directed, and shall be considered subsidiary to total cost
of project. 1.6 All communication with adjacent property owners or tenants shall be the responsibility of the Street Superintendent or Construction Inspector. 1.7 Owner reserves the
right to sequence scope of work as necessary. 1.8 Contractor shall employ a qualified project manager who will be responsible for directing all work crews. Project Manager shall remain
on the job at all times, in order to supervise the work of all sub-contractors, as well as the Contractor's own work crews. 1.9 Contractor shall be responsible for maintaining temporary
security fencing around project site. Page7ofl4 
FULL-DEPTH REPAIR OF EXISTING CONCRETE PAVEMENT Desmption. This Item shall govern for full-depth repair of portland cement concrete pavement in accordance with the existing roadway section
and the details shown on the plans, and to the lines and grades established by the Engineer. Materials. (1) Concrete. Concrete shall be ASTM C-150 Type 1. The course aggregate shall
be either Grade 2 or 3. Air entrainment will be required. (Air entrained content of three (3) to six (6) percent, or as directed by the Town of Addison Street Superintendent) The fine
aggregate shall be Grade I with a fmeness modulus of 2.3 to 3.1. All admixtures used shall be pre-approved by the Town of Addison Street Superintendent, except the addition of an ASTM
Type C non-chloride set-accelerating admixture that may be required at the job site when the temperature of the concrete is above 55 degrees F. Either transit-mix. or central-mix concrete
will be permitted. If the concrete fails to reach the required 24 hour strength, the Town of Addison Street Superintendent may direct that the concrete be removed and replaced at the
Contractor's expense. Concrete shall be designed to include seven and a half (7 Yz ) sacks of Type I cement. The maximum water cement ratio shall not exceed 5.5 gallons per sack. An
ASTM Type A water-reducing admixture and an ASTM Type C non-chloride set-accelerating admixture may be used to achieve the earliest possible concrete-setting times. The concrete will
be designed to achieve a minimum flexural strength of 550 p.s.L in 24 hours. Additional minimum flexural strength requirements are 750 p.s.i. in 14 days. (2) Epoxy. Epoxy shall be AI03
or approved equal and shall be installed per the manufacturer's instructions. Construction Methods. The areas to be repaired will be outlined on the slab by the Town of Addison Street
Superintendent. The square yardage shown on the plans to be repaired is for bidding purposes only. Actual dimensions of areas to be repaired will be determined during construction by
the Town of Addison Street Superintendent. A pressure relief groove approximately 2 inches deep shall be sawed transversely 6 inches (to the inside) from the patch ends. Full-depth saw
cuts shall be made transversely along the patch ends. Unless otherwise shown on the plans, longitudinal saw cuts shall be full depth along the patch sides. If in the opinion of the Town
of Addison Street Superintendent, spalling occurs along the full·depth longitudinal saw cut, the longitudinal saw cutting shall then include a longitudinal 2-inch deep pressure relief
groove and be performed in the same manner as the transverse saw cutting. Additional full-deplh saw cuts may be made as needed to facilitate removal of the concrete within the limits
of the required full-depth cuts. Concrete adjacent to the patch shall not be spalled or fractured by the removal procedure. NOTE -Only perimeter full depth saw cuts are a pay item. All
additional saw cuts are incidental to the pavement pay item. The concrete shall be removed, taking care not to disturb disturb the underlying pavement support. The total lift-out method
shall be used within the limits of the full-deptb saw cuts. The \ift-out method shall include having the slab Page 8 of14 
loaded directly onto trucks. There shall be no breaking up of the slab along side the repair area. AU loose sub-base material shall be removed and replaced with concrete, and is incidental
to the pavement pay item. With regard to individual repair locations, the Contractor shall schedule his work so that the concrete placement will follow the full-depth saw cut by no more
than seven (7) days. Repairs made on streets requiring night work will be excavated, poured, and open to traffic in eight (8) hours. Repairs on streets allowing daytime work must be
opened to traffic within twelve (12) hours of start of excavation. New reinforcing bars shall be placed and firmly supported by approved bar chairs. For all concrete pavement, the following
procedure of reinforcement shall apply: The longitudinal 􀁴􀁩􀁾􀁢􀁡􀁲􀁳􀀠shall be r:einforcing steel as detailed on the plans. The depth of reinforcing steel into the existing concrete
shall be not less than 6 inches. The longitudinal 􀁴􀁩􀁾􀁢􀁡􀁲􀁳􀀠 shall be epoxy grouted into the existing concrete. Transverse tie-bars shall be No. 5 X 24 inches reinforcing steel
and shall be epoxy grouted, with the same grout as used for the longitudinal tie-bars, into the existing concrete pavement to a depth of 12 inches. All reinforcing steel for the repair
shall be No. 5 X 12" on center. Drilling of holes for 􀁴􀁩􀁾􀁢􀁡􀁲􀁳􀀠in the existing slab shall be by core drilling only, no hand-held hammer or impact drilling permitted. Concrete
placement shall not begin in a given patch until the 􀁴􀁩􀁾􀁢􀁡􀁲􀀠and dowelbar grout has attained sufficient strength to preclude displacement of the tie-bars by the concrete, or as
determined by the Town of Addison Street Superintendent. Grout retention disks shall be used when required on the plans. Immediately prior to placing the concrete, the sub-base and each
face of existing concrete shall be wetted. Approved hand manipUlated mechanical vibrators shall be used to insure the proper consolidation of the concrete. The concrete shall be screeded
to the elevation of the adjacent concrete pavement and checked with a straightedge to insure that the riding surface will be satisfactory. The concrete shall be given a broom finish
and all edges shall be tooled. The concrete shall be cured immediately after finishing operations have been completed. Membrane curing shall be used for the curing of the repaired area.
The curing period shall extend only until the repaired area is opened to traffic. The repaired area may be opened to traffic when the concrete has attained a flexural strength of 255
p.s.i. All test specimens representing tests for opening to traffic shall be cured using the same methods and under the same conditions as the repaired area. Modifications to the 􀁳􀁰􀁾􀁩􀁦􀁩􀁥􀁤􀀠co
nstruction methods, requested by the Contractor, must be submitted to the Town of Addison Street Superintendent in writing fur his approval. Page90fl4 
Measurement. Payment. This Item will be measured by the square yard of surface area, except for areas that require repair which were damaged by the negligence of the Contractor. The
work performed and the materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Reinforced Concrete Pavement",
of the nominal depth specified. This price sbaII be full compensation for additional sawing and breaking the existing pavement structure; fur the removal and loading of the broken concrete
or loose sub-base; for furnishing all materials; for all reinforcing steel; for all curing; and fur all manipUlations, labor, equipment, tools and incidentals necessary to complete the
work. Expansion joints are subsidiary and m! a pay item. Page IOofl4 
-.-" " I " ,,,.:"'" " l 􀁇􀁾􀀠 se::nON .. . . ." ...􀁾 􀀮􀀠'., .'. ...􀁾 􀀮􀀬􀀠.'. 􀂷􀁾􀀬􀂷􀀺􀁉􀀠 􀁾􀀺􀀺􀀺􀀠;:.: .... : ::;.: .' " 􀁾􀀧􀀧􀀧􀁾􀀮􀀧􀀠 .... .".. . -:' "... '.:. ': " :.
,'., 􀀮􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀁾􀁾􀀠 •••. I "OM " 1 . 􀀧􀀺􀀷􀀧􀁾􀀧􀀺􀀠,;',,7-: ."J"f{"""'-..;.. ... " Page 11 ofl4 
· . F'HtISE I FHASE I Page 12ofl4 .: 􀁾􀀠 I ." ·f 
BID FORM BID NO. 01-10 EWING DRIVE APPROACH IMPROVEMENTS BIDDER'SNAME _______________ T.LN. ____ _ ADDRESS _____________ CITY ______ 􀁾􀁚􀁗􀀠______ _ PHONE(L _ 􀁊􀀩􀁾􀀠_______________
􀁾􀁆􀁁􀁘􀀨􀁌􀀠_ 􀁊􀀩􀁾􀀠______________ _ E-NUUL ________ __ I have received, read and understand all pages of these instructions and specifications. I will abide by all areas of these
specifications, and I am a legal agent of the above named company, authorized to sign this bid. Affiant further states that Bidder has not paid, given, or donated or agreed to pay, give
or donate to any officer or employee oftha Town of Addison any money or other thing of value, either directly or indirectly, in procuring of the Contract. 􀁁􀁕􀁔􀁈􀁏􀁒􀁉􀁚􀁅􀁄􀁏􀁆􀁆􀁉􀁃􀁅􀁒􀀯􀁏􀁗􀁎􀁅
􀁒􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀽􀁾􀁾􀀭􀀭􀀭􀀭 (Signature) (Title) NAME OF CONTACT •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Item # I 2 3
4 5 6 7 EWING DRIVE APPROACH IMPROVEMENTS Estimated Qty. Lump Sum 240 Linear Feet 110 Cubic Yards 4.5 Tons 220 Linear Feet Lump Sum 4 Each Description Mobilization, Bonds & Insurance
Remove Existing F enre Haul & Place Earth Fill @95% Std. Proctor Density 3" H.M.A.C. Asphalt, Type "0" Permanent Fence with 3 Strand Barbed Wire Striping & Marking Install 12 ft. Long
Permanent Gates with 3 Strand Barbed Wire Page 13 of14 Unit Price $,-----$_---Total $,----
TOTAL MATERIALS AND SERVICES Customer Referenees Company Name Contact $,----Phone Number 1._______________ _ __________ 3., _________________ , ____________ ___ Page 14of14 
/To: Mr. Steven Z. Chutehian, P.E. From: Mori Aldaavan, P.E. Assistant City Engineer ,Company: Town of Addison 16801 Westgrove Addison, Texas 75248 . Dal-Tech Eogineering, Inc. 17311
Dallas Parkway Suite 200 Subject: Ewing Drive -Drive Approaches DTE Job #0054 Dallas, Texas 75248 (972) 250-2727 (972) 250-4774 Fax Date: November 22, 2000 ITEMS SENT: ELECTRONIC FILES
--l!'/'-. BLUELlNES __ SEPIAS __ CO.RRESPONDENCE __ RENDERINGS __ XEROX __ SPECIFICATIONS COPIES ITEM DESCRIPTIO;N /0 1 Sets of Engineering Plans for Ewing Drive TRANSMlITED AS FOLLOWS:
./FOR YOUR USE ___ 􀁔􀁏􀁂􀁅􀁒􀁅􀁾􀁄􀀠 MESSAGE: __ FOR APPROVAL RESUBMITIED __ FOR COMMENT OTHER SIGNED: Jt'bL,,:' 􀁾􀀼􀀭􀀺􀂭 Morl Akhavan 
-i!iiiiii!oii!il!!!!!!i!!o"'iiiooo.o..i 􀁾􀀠fINANCE DEPARTMENT { PURCHASING DIVISION 5350 BsllUne Road (972)450-7091-Facsinrile (972) 450-70% PostOffito 8",,9010 Addison, Texas 75001
Bryan Langley Assistant Dicedor of Finance INVIT A nON TO BID The Town of Addison is accepting bids from all interested parties for Ewing Drive Approach Improvements. Bid No: 01-10 Bid
Name: Ewing Drive Approach Improvements Bid Opening: 2:00PM, January 3, 200 1 Purchasing Division Addison Finance Building 5350 Belt Line Addison, Texas 75240 If you do not wish to bid,
but do wish to remain on the bidder list, please return an envelope with your company name and address on the outside and clearly marked "NO-BID" BID #01-10. It will not be necessary
to return any ofthe bid forms or documents if you wish to "NO-BID". For questions concerning the biding process, contact Bryan Langley, Assistant Finance Director, at 972/450-7090 or
e-mail blangley@l:i.addison.tx.us. For questions concerning the scope of the work contact Mr. Steve Chutchian, Assistant City Engineer at 972450-2886 or e-mail schutchian@ci.addison.tx.us.
If you are not a member ofDemandStar.com and wish to obtain a free copy of the bid specifications. you may pick one ul1 at the Purchasing Dt!partment. 5350 Belt Line Road. Addison. Texas
75240. Page 1 of14 
TOWN OF ADDISON INSTRUCTIONS TO BIDDERS 1.0 RECEIPT AND PREPARATION OF THE BID 1.1 Bids will be received by the Purchasing Coordinator of the Town of Addison until time specified in
the Invitation to Bid, at which time bids will be publicly opened and read aloud, in the Finance Building of the Town of Addison located at 5350 Belt Line Rd., Addison, TX 75240. Bids
must be received by the specified time in order to be considered, and bids submitted after this closing time will not be considered and will be returned unopened. 1.2 Each bid shall
be enclosed in a sealed envelope, addressed to the Purchasing Coordinator. Town of Addison, P.O. Box 9010, Addison, Texas, 75001. Bids must be labeled in the lower left-hand comer with
the bid name and number. Bidders must also include their company name and address on the outside of the envelope. 1.3 Bidders are responsible fur making certain bids are delivered to
the purchasing department. Mailing of a bid does not insure that the bid will be delivered on time or delivered at all. If bidder does not hand deliver bid, it is suggested that he/she
use some sort of delivery service that provides a receipt. 1.4 Bids may be withdrawn prior to the above scheduled time set for closing of the bids. Any bid received after the time and
date specified will not be considered. 1.5 The Town of Addison reserves the right to postpone the date and time for opening bids through an addendum. 2.0 ADDENDA AND EXPLANATIONS 2.1
Bidders having any questions regarding the true meaning of the specifications or terms and conditions shall submit these questions to the Purchasing Manager. Any and all interpretations
or supplemental instructions, which, if issued, will be sent to all prospective bidders. A copy of all addenda issued must be signed and returned with your bid. 3.0 TAXES All bids are
required to be submitted without State Sales tax. The Town of Addison is exempt from payment of such taxes and a Tax Exemption Certificate will be executed for the successful bidder.
4.0 SCOPE OF WORK The work under this contract shall consist of the items or services contained in the bid, including all materials, equipment, labor and all other items necessary to
complete said work in accordance with the contract documents. Page 2 of14 
5.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITES 5.1 Before submitting a bid, each bidder must thoroughly examine the contract documents and project site to ensure that the services you
are proposing meets the intent of these specifications. 5.2 The Town of Addison is not responsible for incomplete bid packets. 5.3 Bidders are instructed to return all pages of bid packet
that contain written responses from you. 6.0 BIDDING 6.1 Bid Bond The Bidder will be required to submit a Bid Security, made payable to the Town of Addison in the amount of five per
cent (5%) of the Bidders total bid price. Security shall be in the form of a certified bank check or a Bid Bond issued by a corporate surety authorized and admitted to do business in
the State of Texas and licensed by the State to issue surety bonds. The surety shall also appear as a qualified surety on the list from the U.S. Treasury Department The Bid Security
of the Successful Bidder will be retained until such Bidder has furnished a performance bond, payment bond, & maintenance bond equal to the total contract price. Contractor shall include
this cost in his bid. Bonds must be furnished within five (5) days of the Notice of Award. If the Bidder fails to furnish the required Bonds within the prescribed time, the Owner may
annul the N ctice of A ward and the Bid Security of that Bidder will be forfuited. The Bid Security of any Bidder whom the Owner believes to have a reasonable chance of receiving the
award may be retained by Owner until the Contract is awarded. Attorneys-in-fact who sign bid bonds must file with each bond, a certified and effectively dated copy of their Power of
Attorney. 6.2 Bidders are instructed to consider the following factors in preparation of your bid: a. Bids shall remain firm for a period of 45 calendar days after the scheduled bid
opening. b. Exceptions to any specifications, or part thereof, must be clearly stated and included with your Bid Proposal Form. c. Bidders are instructed to include all necessary charges,
related to this contract. 7.0 AWARD OF CONTRACT 7.1 The Town of Addison reserves the right to reject any or all bids, reject any particular item on a bid, and to waive immaterial formalities.
The contract will be awarded to the lowest responsible bidder whose bid is most advantageous to the city, price and other factors considered. 7.2 Award will be hased upon any analysis
of the following criteria: Bidders ability to produce the goods or services requested, performance on similar contracts, and an Page 3 of14 
evaluation of the bidder's understanding ofthe purchaser's needs. To demonstrate bidder's qualifications to perform the work, each bidder must submit with their bid, five (5) customer
references for similar miscellaneous pavement improvements projects, including name of customer, telephone number and individual to contact. 7.3 The anticipated start date is as soon
as practical after the bid is awarded. The Contractor will have thirty (30) calendar days to finish the project, from start date to completion of the project. (The owner feels this project
can easily be completed in thirty days or less) 7.4 One contract shall be awarded to the lowest responsive bidder based on the total of improvements on all threc street segments combined.
8.0 CERTIFICATES OF INSURANCE REQUIRED 8.1 The Contractor shall agree to furnish and maintain, during the period of this agreement, insurance coverage meeting the following requirements:
a. Commercial General Liability Insurance at minimum combined single limits of $500,000 per per occurrence and $1,000,000 general aggregate for Bodily Injury and Property Damage, which
coverage shall include Products/Completed Operations, ($1,000,000 ProductsICompleted Operations Aggregate) and XCU (explosion, collapse & underground) Hazards. Coverage for Products!
Completed Operations must be maintained for at least two (2) years after the work is completed. Coverage must be written on an Occurrence Form. Contractual Liability must be maintained
with respect to the contractor's obligations contained in the contract. b. Workers Compensation insurance at statutory limits, including employers liability coverage at minimum limits
of$100,000 per occurrence -each accident, $100,000 per occurrence -disease, and $500,000 aggregate -disease. c. Commercial automobile liability insurance at minimum combined single limits
of $500,000. per occurrence for owned, non-owned and hired coverage. 8.2 Contractor shall provide the following endorsements: a. Named insured wording which includes the Contractor and
the Town of Addison with respect to general liability, automobile liability. b. AJlliability policies shall contain cross liability and severability of interest clauses. c. A waiver
of subrogation in favor of the Town of Addison with respect to the worker's compensation insurance and all other insurance policies. d. The policy shall be endorsed to require the insured
to immediately notij'y the Town of Addison of any material changes in the insurance coverage. 8.3 All insurance shall be purchased from an insurance company, which meets the following
requirement: Page 4 of 14 
a. Must be issued by a carrier, which is rated "A-I" or better by A.M. Best's Key Rating Guide. b. Licensed and admitted to do business in the State of Texas and is a subscriber to the
Texas Guaranty Fund. 8.4 All insurance must be written on forms filed with and approved by the Texas State Board ofInsurance. Certificates of insurance shall be prepared and executed
by the insurance company or it's authorized agent and shall contain provisions representing and warranting the following: a. The company is licensed and admitted to do business in the
state of Texas. b. The Texas State Board ofInsurance has approved the company's forms. c. Sets forth all endorsements as required above. d. The Town of Addison will receive at least
thirty (30) days notice prior to cancellation or termination of insurance. 9.0 BONDS REQUIRED Bonds must be executed prior to beginning work on the project and must be executed by a
corporate suretY authorized and admitted to do business in the State of Texas and licensed by the State to to issue surety bonds. The Surety must be listed in the most recent U.S. Treasury
Department's "List of Acceptable Sureties", issued annually on July 1. 9.1 The Bid Bond shaH be made payable to the Town of Addison in the amount of five per cent (5%) of the Bidders
total bid price. Security shall be in the form of a certified bank check or a Bid Bond issued by a corporate surety authorized and admitted to do business in the State of Texas and licensed
by the State to issue surety bonds. The surety shall also appear as a qualified surety on the list from the U.S. Treasury Department 9.2 The Performance Bond shall be in an amount equal
to the total contract price and guarantee that the Contractor shaH repair andlor replace any defects in workmanship or materials used therein, fur a period of one (l) year from the date
of final acceptance of the work by the owner. 9.3 The Payment Bond shall be in an amount equal to the total contract price and guarantee payment to all persons supplying labor and materials
or furnishing equipment in the execution of the Contract. 9.4 The Maintenance Bond shall furnish by the contractor the Owner, upon acceptance of the work by the Owner. Such Maintenance
Bond shall be for a period of one year from the date of acceptance. The amount of the Maintenance Bond shall be 100% of the Contract Price. All bonds shall be signed by Contractor as
principal and by an established bonding company approved by Owner, as surety. Bonds shall be accompanied by appropriate power-of-attorney clearly establishing extent and limitations
of authority of each signer to so sign, and where the work is performed and to whom PageS of14 
any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship. All bonds shall be made on forms complying with requirements
oflaws ofthe State of Texas. 10.0 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 befure
filing a lawsuit the parties agree to submit the matter to Alternative Dispute Resolution pursuant to the laws of the 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 the laws of the State of Texas. 11.0 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 discrimimtion against any person
because of race, color, sex, or national origin, in the award or performance of any contract. The Town of Addison will require its employees, agents, and contractors to adhere to this
policy. Page 6 of14 
Special Instructions Ewing Drive Approach Improvements 1.0 General 1.1 The bid prices shall reflect the furnishing of all labor and materials necessary for the complete construction
of the proposed improvements. Construction shall be in accordance with all contract documents, engineering plans, the latest edition of the NTCOG Standard Specifications for Public Works
Construction, and as described in the specifications. Signs, barricades, warning devices, as a minimum, shall conform to the Texas Manual on Uniform Traffic Control Devices 1.2 All work
within the public right-of-way shall also comply with the Town of Addison Street Excavation Ordinance #85-094, #88-031 and #608. 1.3 The contractor shall maintain a minimum of one lane
of free flow traffic, in each direction on Ewing Drive, at all times. 1.4 A copy of the concrete and/or asphalt batch designs shall be submitted for approval, prior to construction.
1.5 Contractor shall adjust any boxes, valve stacks, clean outs, etc. to finished grade as directed, directed, and shall be considered subsidiary to total cost of project. 1.6 All communication
with adjacent property owners or tenants shall be the responsibility of the Street Superintendent or Construction Inspector. 1.7 Owner reserves the right to sequence scope of work as
necessary. 1.8 Contractor shall employ a qualified project manager who will be responsible for directing all work crews. Project Manager shall remain on the job at all times, in order
to supervise the work of all sub-contractors, as well as the Contractor's own work crews. 1.9 Contractor shall be responsible for maintaining temporary security fencing around project
site. Page 7ofl4 
FULL-DEPTH REPAIR OF EXISTING CONCRETE PAVEMENT Description. This Item shall govern for full-depth repair of portland cement concrete pavement in accordance with the existing roadway
section and the details shown on the plans, and to the lines and grades established by the Engineer. Materials. (1) Concrete. Concrete shall be ASTM C-lSO Type 1. The course aggregate
shall be either Grade 2 or 3. Air entrainment will be required. (Air entrained content of three (3) to six (6) percent, or as directed by the Town of Addison Street Superintendent) The
fine aggregate shall be Grade I with a fineness modulus of 2.3 to 3.1. All admixtures used shall be pre-approved by the Town of Addison Street Superintendent, except the addition of
an ASTM Type C non-chloride set-accelerating admixture that may be required at the job site when the temperature of the concrete is above 55 degrees F. Either transit-mix or central-mix
concrete will be permitted. If the concrete fuils to reach the required 24 hour strength, the Town of Addison Street Superintendent may direct that the concrete be removed and replaced
at the Contractor's expense. Concrete shall be designed to include seven and a half (7 Y, ) sacks of Type I cement. The maximum water cement ratio shall not exceed 5.5 gallons per sack.
An ASTM Type A water-reducing admixture and an ASTM Type C non-chloride set-accelerating admixture may be used to achieve the earliest possible concrete-setting times. The concrete will
be designed to achieve a minimum flexural strength of 550 p.s.i. in 24 hours. Additional minimum flexural strength requirements are 750 p.s.i. in 14 days. (2) Epoxy. Epoxy shall be A103
or approved equal aod shall be installed per the manumcturer's instructions. Construction Methods. The areas to be repaired will be outlined on the slab by the Town of Addison Street
Superintendent. The square yardage shown on the plans to be repaired is for bidding purposes only. Actual dimensions of areas to be repaired will be determined during construction by
the Town of Addison Street Superintendent. A pressure relief groove approximately 2 inches deep shall be sawed transversely 6 inches (to the inside) from the patch ends. Full-depth saw
cuts shall be made transversely along the patch ends. Unless otherwise shown on the plans, longitudinal saw cuts shall be full depth along the patch sides. If in the opinion of the Town
of Addison Street Superintendent, spaJling occurs along the fuJI-depth longitudinal saw cut, the longitudinal saw cutting shall then include a longitudinal 2-inch deep pressure relief
groove and he performed in the same manner as the transverse saw cuttiog. Additional full-depth saw cuts may be made as needed to fucilitate removal of the concrete within the limits
of the required full-depth cuts. Concrete adjacent to the patch shall not be spalled or fractured by the removal procedure. NOTE -Only perimeter full depth saw cuts are a pay item. All
additional saw cuts are incidental to the pavement pay item. The concrete shall be removed, taking care not to disturb the underlying pavement support. The total lift-out method shall
be used within the limits of the full-depth saw cuts. The lift-out method shall include having the slab Page 8 of14 
loaded directly onto trucks. There shall be no breaking up of the slab along side the repair area. All loose sub-base material shall be removed and replaced with concrete, and is incidental
to the pavement pay item. With regard to individual repair locations, the Contractor shaH schedule his work so that the concrete placement will follow the fuH-depth saw cut by no more
than seven (7) days. Repairs made on streets requiring night work will be excavated, poured, and open to traffic in eight (8) hours. Repairs on streets allowing daytime work must be
opened to traffic within twelve (12) hours of start of excavation. New reinforcing bars shaH be placed and firmly supported by approved bar chairs. For aH concrete pavement, the fuHowing
procedure of reinforcement shall apply: The longitudinal tie-bars shaH be reinforcing steel as detailed on the plans. The depth of reinforcing steel into the existing concrete shaH be
not less than 6 inches. The longitudinal tie-bars shaH be epoxy grouted into the existing concrete. Transverse tie-bars shaH be No. 5 X 24 inches reinforcing steel and shaH be epoxy
grouted, with the same grout as used for the longitudinal tie-bars, into the existing concrete pavement to a depth of 12 inches. All reinforcing steel for the repair shaH be No.5 X 12"
on center. Drilling of holes for tie-bars in the existing slab shall be by core drilling only, no hand-held hammer or impact drilling permitted. Concrete placement shaH not begin in
a given patch until the tie-bar and dowelbar grout has attained sufficient strength to preclude displacement of the tie-bars by the concrete, or as determined by the Town of Addison
Street Superintendent. Grout retention disks shaH be used when required on the plans. Immediately prior to placing the concrete, the sub-base and each face of existing concrete shaH
be wetted. Approved hand manipulated mechanical vibrators shaH be used to insure the proper consolidation of the concrete. The concrete shall be screeded to the elevation of the adjacent
concrete pavement and checked with a straightedge to insure that the riding surface will be satisfactory. The concrete shall be given a broom finish and all edges shall be tooled. The
concrete shall be cured immediately after fInishing operations have been completed. Membrane curing shall be used for the curing of the repaired area. The curing period shall extend
only until the repaired area is opened to traffic. The repaired area may be opened to traffic when the concrete has attained a flexural strength of 255 p.s.i. All test specimens representing
tests for opening to traffic shall be cured using the same methods and under the same conditions as the repaired area. ModifIcations to the specifIed construction methods, requested
by the Contractor, must be submitted to the Town of Addison Street Superintendent in writing for his approval. Page 90f14 
Measurement. Payment. This Item will be measured by the square yard of surface area, except for areas that require repair which were damaged by the negligence ofthe Contractor. The work
performed and the materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Reinforced Concrete Pavement",
of the nominal depth specified. This price shall be full compensation for additional sawing and breaking the existing pavement structure; for the removal and loading of the broken concrete
or loose sub-base; for furnishing all materials; for all reinforcing steel; for all curing; and for all manipulations, labor, equipment, tools and incidentals necessary to complete the
work. Expansionjoints are subsidiary and not a pay item. Page 10 ofl4 
/ElCtST1HG REDNOO hI """""""'IS" PIIMT. ...... F\uWT>! ..... JOtHT 'I' ,9vMmA.T.,J f , . 􀁾,􀀠 se;rION Page 11 004 
PHASE .ii: . , i Page 12of14 
BID FORM BID NO. 01-10 EWING DRIVE APPROACH IMPROVEMENTS BIDDER'S NAME ________________ T.I.N., _____ _ ADDRESS ____________ ,CITY _______ ,ZIP ___ _ PHONE(L __ 􀁾􀀩􀀬􀀠_______________
􀁆􀁁􀁘􀀨􀁌􀁟􀁾􀀩􀀠___________________ _ E-MAIL'---____________ _ I have received, read and understand all pages of these instructions and specifications. I will abide by all areas of
these specifications, and I am a legal agent of the above named company, authorized to sign this bid. Affiant further states that Bidder has not paid, given, or donated or agreed to
pay, give or donate to any officer or employee of the Town of Addison any money or other thing of value, either directly or indirectly, in procuring ofthe Contract. 􀁁􀁕􀁔􀁈􀁏􀁒􀁾􀁅􀁄􀁏􀁾􀁃􀁅􀁒􀀯􀁏􀁗
􀁎􀁅􀁒􀀬􀁾􀀠 _________ 􀀽􀁾􀁾􀀭􀀭􀀭􀀭 (Signature) (Title) NAME OF CONTACT •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Item # 1 2 3 4 5 6 7 EWING
DRIVE APPROACH IMPROVEMENTS Estimated Qty. Lump Sum 240 Linear Feet 110 Cubic Yards 4.5 Tons 220 Linear Feet Lump Sum 4 Each Description Mobilization, Bonds & Insurance Remove Existing
Fence Haul & Place Earth Fill @95% Std. Proctor Density 3" H.M.A.C. Asphalt, Type "0" Permanent Fence with 3 Strand Barbed Wire Striping & Marking Install 12 ft. Long Permanent Gates
with 3 Strand Barbed Wire Page 13 of14 Unit Price Total $,----$_---
TOTAL MATERIALS AND SERVICES Customer References Company Name Contact 1., _________ 􀁾􀀠_ $_---Phone Number 3, ____________________________ _ Page 14of14 
:i , """[ ";' ." STEVEN Z. CHUTCHIAN, P.E. Assistant City Engineer (972) 450·2886 (972) 450·2837 FAX (214) 673·2518 Mobile schutcbian@ci.addison.tx.us E-mail Town of Addison 16801 Westgrove
Dr" p"o" Box 9010, Addison, Texas 15001·9010 .. & ( e:J) r;t3 SA Fe-Tj-' : rtAY'G -'77Ztf'I-vt; I 􀁒􀁥􀁬􀀢􀀧􀁌􀂣􀀡􀁃􀁾􀀠pDLe.!; GfiPi.v ryr1CA-t-K-S-eC]"lc'V Or 􀀢􀁁􀀭􀁶􀁥􀀢􀀢􀀧􀁬􀁾􀀱􀀠
IN'C£-v-{){ '1/'i .. @!-) ry 􀁦􀁾􀀠 ,r:: A!;'f;'l.4-l-T 􀁰􀁥􀁒􀁾􀁬􀁖􀀢􀁥􀁎􀀱􀀠 (p) pe f' 7H uF f' .A-t-e "'" e 0"" (c) .s v IJ t; tM-fJe. TYI"':; C(J /'1.fA-c 􀀷􀀷􀁾􀀠 e -Ie. (cAt:L
I ,y Ii' t1<-T 1"0 ji! '4"r/i! T1r PI €.-L ,-" /IAVT"''"' f" fi C( eAOfj re,vt; e f!!e?{)UT''''''I/Te"'"tp" 􀁾􀁾􀁲􀀠uMSTJ?'< TUJ ..... eA:r"(': 􀁾􀀠􀁾􀀠tJJe 41 ) 6>C d"r /t vTlftJ Ji!.
{ Z/t-77 0,,-, T/-Iv4'T C-Ill!? IEJ:!S f''''>ViJ s. T<> {)}34 tv 1"-'" q 
January 5, 2001 MEMORANDUM To: Through: From: Cc: Subject: Chris Terry, Assistant City Manager Mike Murphy, P.E., Director of Public Works Steve Chutcbian, P .E., Assistant City Engineer
Jim Pierce, P.E., Assistant Director of Public Works Ewing Drive Approach Improvements Contract Award Attached is the bid tabulation from the Public Works Department for the proposed
Ewing Drive Approach Improvements project. These improvements are considered a compliment to the recently completed South Quorumiinwood Connection, Phase I construction project, and
consist of the construction of two asphalt drive approach ramps and permanent fencing along the south side of Ewing Drive. In order to accommodate drainage needs on the South QuorumlInwood
Connection project, the street pavement was constructed in a manner that required ramp type driveway access to adjacent property. Funding for this project was originally established
in the Five Year Capita! Project Bond Program, and as part ofthe South QuorumlInwood Connection project. Rencie International, Inc., submitted the lowest responsive bid in the amount
of $16,740.00. Tbe engineering estimate for these improvements was $28,000. The contractor previously completed construction of two related improvement projects fur the Town of Addison.
The quality of work was considered excellent and performed in a timely manner on each project. Staff recommends that Council authorize the City Manager to enter into a contract with
Rende International, Inc. for construction of Ewing Drive Approacb Improvements, in the amount of$16,740.00. 
EWING DRIVE APPROACH IMPROVEMENTS BID NO 01-10 DUE: JANUARY 3,2001 \ . BIDDER SIGNED Hencie International, Inc. V TOTAL 16. 7"10. t:)() I. Perez Construction t..f Ilq .. 0(.. Quantum
Quantities 'r 􀀳􀁾􀀠6l'f7.OC R Con,lnc. Y Ilf' 070.00 
11/27/2ee0 14:0a 9726126954 EWING INVESTMENTS PUBUC WORKS DEPARTMENT 􀁍􀁳􀀮􀁍􀁭􀁹􀁾􀀠 EwingEnt.Iprises, L.P. 4464 Weot:PlanoPadcway Plano, T .... 75093 lh: Town of Addison· Inwood RoadlSoUlb.
Quorum A<OCS$ Dear MB. Hut:hinson: PAGE e2 '112-'1 'O·zg: 'i (972) 450.2871 1680) W ... grove As Y()U know, tim Town of Addison bas been =tIuct.iog C<rtain improwmenls to SoUlb. Quorum
Drive in the area adja<:mt to lb. property l<l«!tro at 14345 Dan .. PllIkway. These improvemen1s have been and !Ire being made punruant to the Agreement between the T()\V)l and the Ewing
Parties (as defined in tim Agreement) entered into on July 25, 1999. $eOOon 3 of that I\g(eement provides that the City will en:ot a fence .lang the common boundaly line between the
street rigbt-oJ!.way and lb. property, and COllII1IuOC n gate and a driveway on tim property to provide vebicular ...... trom the property to the right-of-way. Th. ToWn, and ilS contractor.
is pmpared to CO!lSl!\ICt two driveways (lamps) on the property. which will allow rigbt-of.way """""s in the locations mown on tim attached exlllbit The lim"" and gales will also be
installed 􀁾􀀠requirtd by tim Ag!1:<ment and .. $hown on the exlubit If tim lQCa!ion of the proposed drive approaches, funces and gales. and the Construotion Limit Area are aceeptable,
please indicate so by having the Ewing 􀁐􀁾􀁥􀁳􀀠or. p<rSOO authorizlod on their behalf sign in the space indicated below. and return one (1) original tome. Once we havo""';""d the original.
we will move furward wilh the cons!nlGtian on the property. 1'!e83. give roe a call ifYOll have any questions or desire any additional inful1l1lltion. Vo!y truly YOIllS, Town of Addison
􀁾􀁾􀁾􀀠 􀀨􀁴􀀺􀀮􀀻􀁾􀁾􀁢􀀱􀁩􀁃􀀠Wori<.s Director oc; Chris Tony, Assistant City Manager Michael E. Mutpby, P.E., Dir<ctor of Public Wori<.s Enclosure: Date: II -9 1 -00 
BlYan Langley Assistant Director ()fFinance INVITATION TO BID The Town of Addison is accepting bids from all interested parties for Ewing Drive Approach Improvements. Bid No: Bid Name:
Bid Opening: Estimate: 01-..2 Ewing Drive Approach Improvements 2:00PM, December..2 Office of the Purchasing Coordinator Addison Finance Building 5350 Belt Line Addison, Texas 75240
$ 28,000 Please pay particular attention to 1.3 regarding delivery of your bid. If you do not wish to bid, but do wish to remain on the bidder list, please return an envelope with your
company name and address on the outside and clearly marked "NO-BID" BID#01-? It will not be necessary to return any of the bid forms or documents if you wish to "NO-BID". Late bids will
be returned unopened and unsigned bids will be rej£jc:;ted as non-responsive. For questions concerning the biding process, contact Bryan Langley, Assistant Director of Finance, at 972/450-7090
or e-mail blangley@ci.addison.tx.us. For questions concerning the scope of the work contact contact Mr. Steve Chulchian, Assistant City Engineer at 972-450-2886 or email schutchian@cLaddison.tx.us.
Page 1 of13 
TOWN OF ADDISON INSTRUCTIONS TO BIDDERS 1.0 RECEIPT AND PREPARATION OF THE BID I.1 Bids will be received by the Purchasing Coordinator of the Town of Addison until time specified in
the Invitation to Bid, at which time bids will be publicly opened and read aloud, in the Finance Building of the Town of Addison located at 5350 Belt Line Rd., Addison, TX 75240. Bids
must be received by the specified time in order to be considered, and bids submitted after this closing time will not be considered and will be returned unopened. 1.2 Each bid shall
be enclosed in a sealed envelope, addressed to the Purchasing Coordinator. Town of Addison, P.O. Box 9010, Addison, Texas, 75001. Bids must be labeled in the lower left-hand comer with
the bid name and number. Bidders must also include their company name and address on the outside of the envelope. 1.3 Bidders are responsible for making certain bids are delivered to
the purchasing department. Mailing ofa bid does not insure that the bid will be delivered on time or delivered at all. !fbidder does not hand deliver bid, it is suggested that helshe
use some sort of delivery service that provides a receipt. 1.4 Bids may be withdrawn prior to the above scheduled time set for closing of the bids. Any bid received after the time and
date specified will not be considered. 1.5 The Town of Addison reserves the right to postpone the date and time for opening bids through an addendum. 2.0 TAXES All bids are required
to be submitted without State Sales tax. The Town of Addison is exempt from payment of such taxes and a Tax Exemption Certificate will be executed for the successful bidder. 3.0 SCOPE
OF WORK The work under this contract shall consist of the items or services contained in the bid, including all materials, equipment, labor and all other items necessary to complete
said work in accordance with the contract documents. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITES 4.1 Before submitting a bid, each bidder must thoroughly examine the contract documents
and project site to ensure that the services you are proposing meets the intent of these specifications. 4.2 The Town of Addison is not responsible for incomplete bid packets. 4.3 Bidders
are instructed to return all pages of bid packet that contain written responses from you. 5.0 BIDDING 5.1 Bid Bond The Bidder will be required to submit a Bid Security, made payable
to the Town of Addison in the amount offive per cent (5%) of the Bidders total bid price. Security shall be in the form ofa certified bank check or a Bid Bond issued by a corporate surety
authorized and admitted to do business in the State of Texas and licensed by the State to issue surety bonds. The surety shall also appear as a qualified surety on the list from the
U.S. Treasury Department. Page 2 of 13 
The Bid Security of the Successful Bidder will be retained until such Bidder bas furnished a performance bond, payment bond, & maintenance bond equal to the total contract price. Contractor
shall include this cost in his bid. Bonds must be furnished within five (5) days of the Notice of Award. If the Bidder filils to furnish the required Bonds within the prescribed time,
the Owner may annul the Notice of Award and tbe Bid Security of that Bidder will be forfeited. The Bid Security of any Bidder whom the Owner believes to have a reasonable chance of receiving
the award may be retained by Owner until the Contract is awarded. Attomeys-in-filct wbo sign bid bonds must file with each bond, a certified and effectively dated copy oftbeir Power
of Attorney. 5.2 Bidders are instructed to consider the following factors in preparation of your bid: a. Bids shall remain firm for a period of 45 calendar days after the scheduled bid
opening. b. Exceptions to any specifications, or part thereof, must be clearly stated and included with your Bid Proposal Form. c. Bidders are instructed to include all necessary charges,
related to this contract. 6.0 AWARD OF CONTRACT 6.1 The Town of Addison reserves tbe right to reject any or all bids, reject any particular item on a bid, and to waive immaterial formalities.
The contract will be awarded to the lowest responsible bidder whose bid is most advantageous to the city, price and other factors considered. 6.2 Award will be based upon any analysis
of the following criteria: Bidders ability to produce the goods or services requested, performance on similar contracts, and an evaluation oftbe bidder's understanding oftbe purchaser's
needs. To demonstrate bidder's qualifications to perform the work, each bidder must submit with their bid, five (5) customer references for similar miscellaneous pavement improvements
projects, including name of customer, telephone number and individual to contact. 6.3 The anticipated star! date is as soon as practical after the bid is awarded. The Contractor will
have thirty (30) calendar days to finish the project, from start date to completion of the project. (The owner fuels this project can easily be completed in thirty days or less) 6.4
A Purchase Order will be issued in lieu ofa contract agreement and 90% of the total price will be paid within thirty days ofacceptance of the work and receipt of an invoice from the
contractor. Tbe final 10% will be paid wben approved by the City Council. 6.5 One contract shall be awarded to the lowest responsive bidder based on the total of improvements on all
three street segments combined. 7.0 CERTIFICATES OF INSURANCE REQUIRED 7.1 The Contractor shall agree to furnish and maintain, during the period ofthis agreement, insurance coverage
meeting the following requirements: a. 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, ($1,000,000 Products/Completed Operations Aggregate) and XCU (explosion, collapse & underground)
Hazards. Coverage for Products! Completed Operations must be maintained for at least two (2) years after the work is completed. Coverage must be written on an Occurrence Form. Contractual
Liability must be maintained with respect to the contractor's obligations contained in the contract. Page 3 ofB 
b. Workers Compensation insurance at statutory limits, including employers liability coverage at minimum limits of$IOO,OOO per occurrence -each accident, $100,000 per occurrence -disease,
and $500,000 aggregate -disease. c. Commercial automobile liability insurance at minimum combined single limits of $500,000. per occurrence for owned, non-owned and hired coverage. 7.2
Conlractor shall provide the following endorsements: a. Named insured wording which includes the Contractor and the Town of Addison with respect to general liability, automobile liability.
b. All liability policies shall contain cross liability and severability of interest clauses. c. A waiver of subrogation in fuvor of the Town of Addison with respect to the worker'S
compensation insurance and all other insurance policies. d. The policy shall be endorsed to require the insured to immediately notilY the Town of Addison of any material changes in the
insurance coverage. 7.3 All insurance shall be purchaSed from an insurance company, which meets the following requirement: a. Must be issued by a carrier, which is rated "A-I" or better
bY A.M. Best's Key Rating Guide. b. Licensed and admitted to do business in the State of Texas and is a subscriber to the Texas Guaranty Fund. 7.4 All insurance must be written on furms
filed with and approved by the Texas State Board of Insurance. Certificates of insurance shall be prepared and executed by Ibe insurance company or it's authorized agent and shall contain
provisions representing and warranting the following: a. The company is licensed and admitted to do business in the state of Texas. b. The Texas State Board oflnsurance has approved
the company's forms. c. Sets forth all endorsements as required above. d. The Town of Addison will receive at least thirty (30) days notice prior to cancellation or termination of insurance.
8.0 BONDS REQUIRED Bonds must be executed prior to beginning work on tlle project and must be executed bY a corporate surety authorized and admitted to do business in tlle State of Texas
and licensed bY the State to issue surety bonds. The Surety must be listed in the most recent U.S. Treasury Department's "List of Acceptable Sureties", issued annually on July I. 8.1
The Bid Bond shall be made payable to the Town of Addison in the amount of five per cent (5%) of the Bidders total bid price. Security shall be in the furm ofa certified bank check or
a Bid Bond issued by a corporate surety authorized and admitted to do business in the State of Texas and licensed by the State to issue surety bonds. The surety shall also appear as
a qualified surety on the list from the U.S. Treasury Department Page4of13 
8.2 The Performance Bond shall be in an amount equal to the total contract price and guarantee that the Contractor shall repair and/or replace any defects in workmanship or materials
used therein, fur a period of one (1) year from the date oflinal acceptance ofthe work by the owner. 8.3 The Payment Bond shall be in an amount equal to the total contract price and
guarantee payment to all persons supplying labor and materials or furnishing equipment in the execution ofthe Contract. 8.4 The Maintenance Bond shall furnish by the contractor the Owner,
upon acceptancc oftbe work by tbe Owner. Such Maintenance Bond shall be for a period of one year from tbe date of acceptance. Tbe amount of the Maintenance Bond shall be 100% of the
Contract Price. All bonds shall be signed by Contractor as principal and by an established bonding company approved by Owner, as surety. Bonds shall be accompanied by appropriate power-of-attorney
clearly establishing extent and limitations of authority of each signer to so sign, and where the work is performed and to whom any requisite notices may be delivered and on whom service
of process may be had in matters arising out of such suretyship. All bonds shall be made on fonns complying with requirements oflaws ofthe State of Texas. Page 5 of 13 
Special Instructions Ewing Drive Approach Improvements 1.0 General 1.1 The bid prices shall reflect the furnishing of all labor and materials necessary for the complete construction
of the proposed improvements. Construction shall be in accordance with all contract documents, engineering plans, the latest edition of the NTCOG Standard Specifications for Public Works
Construction, and as described in tbe specifications. Signs, barricades, warning devices, as a minimum, shall confurm to the Texas Manual on Uniform T raffie Control Devices 1.2 All
work within the public right-of-way sball also comply with the Town of Addison Street Excavation Ordinance #85-094, #88-031 and #608. 1.3 The contractor shall maintain a minimum of one
lane of free flow traffic, in each direction on Ewing Drive, at all times. 1.4 A copy of the concrete and/or asphalt batch designs shall be submitted for approval, prior to construction.
1.5 Contractor shall adjust any boxes, valve stacks, clean outs, etc. to finished grade as directed, and shall be considered subsidiary to total cost of project. 1.6 All communication
with adjacent property owners or tenants shall be the responsibility of the Street Superintendent or Construction Inspector. 1. 7 Owner reserves the right to sequence scope of work as
necessary. 1.8 Contractor shaH employ a qualified project manager who will be responsible for directing all work crews. Project Manager shall remain on the job at all times, in order
to supervise the work of all sub-contractors, as well as the Contractor's own work crews. 1.9 Contractor shall be responsible for maintaining temporary security fencing around project
site. Page 6 ofl3 
FULL-DEPTH REPAIR OF EXISTING CONCRETE PAVEMENT Description. This Item shall govern for full-depth repair of portland cement concrete pavement in accordance with the existing roadway
section and the details shown on the plans, and to the lines and grades established by the Engineer. Materials. (1) Concrete. Concrete shall be ASTM C-150 Type L The course aggregate
shall be either Grade 2 or 3. Air entrairunent will be required. (Air entrained content of three (3) to six (6) percent, or as directed by the Town of Addison Street Superintendent)
The fine aggregate shall be Grade I with a fineness modulus of 2.3 to 3.1. All admixtures used shall be pre-approved by the Town of Addison Street Superintendent, except the addition
of an ASTM Type C non-chloride set-accelerating admixture that may be required at the job site when the temperature of the concrete is above 55 degrees F. Either transit-mix or central-mix
concrete will be permitted. If the concrete fails to reach the required 24 hour strength, the Town of Addison Street Superintendent may direct that the concrete be removed and replaced
at the Contractor's expense. Concrete shall be designed to include seven and a half (7 liz ) sacks of Type I cement. The maximum water cement ratio shall not exceed 5.5 gallons per sack.
An ASTM Type A water-reducing admixture and an ASTM Type C non-chloride set-accelerating admixture may be used to achieve the earliest possible concrete-setting times. The concrete will
be designed to achieve a minimum flexural strength of 550 p.s.i. in 24 hours. Additional minimum flexural strength requirements are 750 p.s.i. in 14 days. (2) Epoxy. Epoxy shall be A
103 or approved equal and shall be installed per the manufacturer's instructions. Construction Methods. The areas to be repaired will be outlined on the slab by the Town of Addison Street
Superintendent. The square yardage shown on the plans to be repaired is for bidding purposes only. Actual dimensions of areas to be repaired will be determined during construction by
the Town of Addison Street Superintendent. A pressure relief groove approximately 2 inches deep shall be sawed transversely 6 inches (to the inside) from the patch ends. Full-depth saw
cuts shall be made transversely along the patch ends. Unless otherwise shown on the plans, longitudinal saw cuts shall be full depth along the patch sides. If in the opinion of the Town
of Addison Street Superintendent, spalling occurs along the full-depth longitudinal saw cut, the longitudioal saw cutting shall then include a longitudinal 2-inch deep pressure relief
groove and be performed in the same manner as the transverse saw cutting. Additional full-depth saw cuts may be made as needed to facilitate removal of the concrete within the limits
of the required full-depth cuts. Concrete adjacent to the patch shall not be spalled or fractured by the removal procedure. NOTE -Only perimeter full depth saw cuts are a pay item. All
additional saw cuts are incidental to the pavement pay item. The concrete shall be removed, taking care not to disturb the underlying pavement support. The total lift-out method shall
be used within the limits of the full-depth saw cuts. The lift-out method shall include having the slab Page 70f13 
loaded directly onto trucks. There shall be no breaking up of the slab along side the repair area. All loose sub-base material shall be removed and replaced with concrete, and is incidental
to the pavement pay item. With regard to individual repair locations, the Contractor shall schedule his work so that the concrete placement will follow the full-depth saw cut by no more
than seven (7) days. Repairs made on streets requiring night work will be excavated, poured, and open to traffic in eight (8) hours. Repairs on streets allowing daytime work must be
opened to traffic within twelve (12) hours of start of excavation. New reinforcing bars shall be placed and firmly supported by approved bar chairs. For all concrete pavement, the following
procedure of reinforcement shall apply: The longitudinal tie-bars shall be reinforcing steel as detailed on the plans. The depth of reinforcing steel into the existing concrete shall
be not less than 6 inches. The longitudinal tie-bars shall be epoxy grouted into the existing concrete. Transverse tie-bars shall be No. 5 X 24 inches reinforcing steel and shall be
epoxy grouted, with the same grout as used for the longitudinal tie-bars, into the existing concrete pavement to a depth of 12 inches. All reinforcing steel for the repair shall be No.5
X 12" on center. Drilling of holes for tie-bars in the existing slab shall be by core drilling only, no hand-held hammer or impact drilling permitted. Concrete placement shall not begin
in a given patch until the tie-bar and dowelbar grout has attained sufficient strength to preclude displacement of the tie-bars by the concrete, or as determined by the Town of Addison
Street Superintendent. Grout retention disks shall be used when required on the plans. Immediately prior to placing the concrete, the sub-base and each face of existing concrete shall
be wetted. Approved hand manipulated mechanical vibrators shall be used to insure the proper consolidation of the concrete. The concrete shall be screeded to the elevation of the adjacent
concrete pavement and checked with a straightedge to insure that the riding surface will be satisfactory. The concrete shall be given a broom finish and all edges shall be tooled. The
concrete shall be cured immediately after finishing operations have been completed. Membrane curing shall be used for the curing of the repaired area. The curing period shall extend
only until the repaired area is opened to traffic. The repairedarea may be opened to traffic when the concrete has attained a flexural strength of 255 p.s.i. All test specimens representing tests for opening to traffic shall be cured using the same
methods and under the same conditions as the repaired area. Modifications to the specified construction methods, requested by the Contractor, must be submitted to the Town of Addison
Street Superintendent in writing for his approval. Page 8 of 13 • 
Measurement. Payment. This Item will be measured by the square yard of surface area, except for areas that require repair which were damaged by the negligence of the Contractor. The
work performed and the materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Reinforced Concrete Pavement",
of the nominal depth specified. This price shall be full compensation for additional sawing and breaking the existing pavement structure; for the removal and loading of the broken concrete
or loose sub-base; for furnishing all materials; for all reinforcing steel; for all curing; and for all manipulations, labor, equipment, tools and incidentals necessary to complete the
work. Expansion joints are subsidiary and not a pay item. Page 9 ofl3 
.c--c"MIN.WU1. -u'f -HEW REtINCXO TRANSVDSE EXPAH$lOH 􀁲􀁲􀁾􀀠EXlSTING REONOO!l H£ADER 1"" iT Page 10 of13 " 
PHASE I 􀁾;;:;:; 􀀡􀀠PAVElyENT RFMQYAI rFTA!! -4'-11 ... '", II.HJ), : 􀁾􀁬􀀺􀀮􀁾􀀠 ,,-Page 11 of 13 exfST. 􀁾􀀮􀀠 􀁲􀁾􀀧. 􀀠 I--: V " '. .: 􀁾􀀠 I ." ·1 
BID FORM BID NO. 01-? EWING DRIVE APPROACH IMPROVEMENTS BIDDER'S NAME ________________ T.I.N., ______ _ ADDRESS ____________ CITY ______ 􀁾􀁚􀁗􀀠___ _ PHONEC----> __________ ,FAX '-----"
________ _ E-MAIL _______ _ I have m;eived, read and understand all pages of these instructions and specifications. I win abide by aU areas of these specifications, and I am a legal
agent of the above named company 􀁾􀀠authorized to sip this bid. Affiant further states that Bidder has not paid, given, or donated or agreed to 􀁰􀁡􀁹􀁾􀀠give or donate to any officer
or employee of the Town of Addison any money or other thing of value. either directly or indireetly, in procuring offhe Contract AUTHORIZED OFFICER /OWNER-=-__ ,--_______ .,--,-.,--___
_ (Signature) (Title) NAMEOFCONTACT _______________________ __ •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• EWING DRIVE APPROACH IMPROVEMENTS Item
# Estimated Qty. Description Unit Price Total I Lump Sum Mobilization, Bonds & Insurance 2 Linear Feet Remove Existing Fence $ 3 Cubic Yards Haul & Place Earth F iII $ @95% Std, Proctor
Density 4 Tons 3" H,M.A.C. Asphalt, $ Type "D" 5 Linear Feet Permanent Fence with $ 3 Strand Barbed Wire 6 Lump Sum Striping & Marking $ 7 Each Install 12 ft. Long $ Permanent Gates
with 3 Strand Barbed Wire TOTAL MATERIALS AND SERVICES Page 12 of 13 
Customer References Company Name Contact Page 13 of 13 Phone Number 
TRANSMITTAL To: Mr. Steven Z. Chutchian, P.E. Assistant City Engineer Company: Town of Addison 16801 Westgrove Addison, Texas 75248 Subject: Ewing Drive -Drive Approaches DTE Job #0054
Date: November 15, 2000 From: Mori Akhavan, P.E. Dal-Tech Engineering, Inc. 17311 Dallas Parkway Suite 200 Dallas, Texas 75248 (972) 250-2727 (972) 250-4774 Fax ITEMS SENT: ELECTRONIC
FILES --"./_ BLUELINES __ SEPIAS __ CORRESPONDENCE __ RENDERINGS __ XEROX __ SPECIFICATIONS I COPIES I ITEM DESCRIPTION II 2 I 1 Sets of Engineering Plans for Ewing Drive B I I TRANSMITTED
AS FOLLOWS: ./FOR YOUR USE __ FOR APPROVAL RESUBMITTED __ TO BE RETURNED __ FOR COMMENT OTHER MESSAGE: Debra\\tranmittals\0054\2054.chulchian.doc 
Scale 1" = 30' ---􀁾􀀠 ------, ......... """"-􀁾􀀠 _ ..... bIaIIDc ChaIr. LIDk Fenoe u 'Req'd. tor the Dew' "!t' . oonetrueUOD. lDJItol.l Tomporoq • .'f: .1' 􀀮􀀻􀁾􀀬􀀠 I Ewing Drive
_ _ 􀁾􀁴􀁩􀁮􀁣􀀠Pavinc --/(60' ROW) ---:'\ -I I 􀁾􀀠""""""'"" TwO-WII,J' •3 il "'_. Butto. .. (Typleol) 4!J' BJah 'Fence for duraUoD, of 0 􀀺eoa􀀺ted 􀁾wit􀀮h D􀁾oub"􀀠le. :G::a.t-e
.. .a".t ' :.'a"c h .􀁾 􀁜􀀠􀁾􀀮􀀠 :: 􀁾􀀠 􀁾􀀠 =Appr=oaoh at termlnaUoIl of """Ject.. 􀁾􀀠 ) 􀁢􀁾􀁾􀀡􀀮􀀢􀀠.,:.:: 􀀮􀀢􀁲􀁾􀁾􀀱􀁬􀀠 ... _j IE 114 )1 It)E \: )1 " tutalled by oontrator.
2 􀁾􀀠 I Existin Structure ;;777;';';;'777777" J , oE :rlstinC Surface Inlet J I i N i CONSTRUCTION LIMIT AREA 
􀁾􀁾􀀠 .1Ifo. l( . r..\)CJQO C)( C(;-.; 􀁱􀁣􀁻􀀩􀁾􀁥􀀭􀀨􀁬􀀠 􀁾􀀠if 􀀨􀁹􀀼􀀻􀁩􀁓􀁾􀀠30 0 30 􀁾􀀠 ------. --. --..-.._ ., . . " 4 .. -------' -' Ewing Drive -' RemQ"",, ExI.tlDII Cbain
Link I'en.,., "" Raq'd. for the n.ew .,ollllt.ructicm. InataU Temporary 6' Ifl,h Penae u .boll'll tor the Duration of Prc>Ject. Replace t.o 􀁭􀀢􀀬􀁾􀀢􀁢􀀠 ExieUn&, wltb Double Gates
at each A'II'IIreacb. at termination (50' ROW) . I '" ----, --I I I Scale 1" = 30' ////! I I ," ..tE:rbtlD& ,1:1 Surface Inlet i CONSTRUCT10N LIMIT AREA , I " ...... .... Ill> ."...
'IS") IS) IS) ...... ... " co ."''"".. ''c""o CJI " 􀁾􀀠 .􀁾... 􀀠 􀁾􀀠 􀁾􀀠 i .Il.l>. 
/' rz /' /;, (' , n-/-i I Lj I X .'.J... ,I '00 " . C ( L 􀀭􀁾􀀬􀀠 L..' ., ') /' ') /'{ , ! '-,.' f} . , 􀁾􀀠(/-, I·: ' OJ j( " A ;{ ,'. r, ( J ! 1-. 􀁾􀀭 􀀬􀁾􀁵􀀠 􀁾􀀠 v /Q) T () fi/,
If /u u/4_',; /􀁃􀁾􀀩􀀬􀀢􀀠 II /';;7 􀀮􀁾􀀠 -/-TO T A L 0,:: 2 (, TO/I/), C/J-j..,L5 or DALTr:(H , d-0'0-'/) -,fCI.:-' v T () ! ,i ,, -􀀧􀁾􀀠 , 5 ! O,t/y >------------."""-
1 ?-kt t..-tJ '-,1 1 r I :1-􀁾􀀠 :, <; .r I '7 􀀬􀁾􀀠 A IJ } Lt 1'3 . Lp,l . . . I 􀀭􀀭􀁾􀀠 -r _ ' , ;; \( '-{-7' i d. );l c -+ PI] p;;<O , l) 7,;J 0 􀁾􀀠 : if [Jd () , '1 '1 I' );<
u L-15 X/v ,---􀁾􀁩􀁯􀀯􀀠 )1 :» 5Y '\;7 10ft , , , d 􀁦􀁾􀁟􀀠 􀁾􀀠 7 f,; 71 rON '7 ror 4c. 
rU TRANSMITTAL 􀁾􀁪􀀠 To: Mr. SteveD Z. Chukhian, P.E. Assistant City Engineer . Company: Town of Addison 16801 Westgrove Addison. Texas 75248 • Subject: Ewing Drive -Drive Approaches
OlE Job #0054 Date: November 2.2, 2000 From: Mori Akhavan, P.E. Dal-Tech Engineering. Inc. 17311 Dallas Parkway Suite 200 Dallas, Texas 75248 (972) 250-2727 (972) 250-4774 Fax ITEMS
SENT: ELECTRONIC FILES ,f BLUELINES __ SEPIAS __ CORRESPONDENCE __ RENDERINGS __ XEROX __ SPECIFICATIONS COPIES ITEM DESCRlPTIOl'l /0 1 Sets of Engineering Plans for Ewing Drive TRANSMITrED
AS FOLLOWS: .t FOR YOUR USE __ FOR APPROVAL RESUBMITfED __ TO BE RETURNED __ FOR COMMENT OTHER MESSAGE: