" .\0 \0 .'"d 􀁾􀀠s (I) (1) g. 􀁾􀀠0 8 <: (1) g. '" 􀁾􀀠>--< UJ ,0 j 
0) (214) 4S0-2886CITY ENGINEER'S OFFICE 16801 Westgrovc PostOffice Box 144 Addison. T .... 75001 MEMORANDUM May 21. 1991 To: Greg Dunham, Assistant City Manager From: John Baumg'artner,
City Engineer 0RE: Acceptance and Final 􀁐􀁡􀁹􀁭􀁾􀁴􀀠of 1990 Miscellaneous Pavement Improvements 􀀹􀁾􀀡􀀳􀀠􀀵􀁾􀁺􀁬􀂷􀁴􀁦􀁬􀀠The attached letter from Ginn and Case, Inc. summarizes
the status of the referenced project. The items before Council consist of the following: 1. Authorize the execution of "change order number 2", which is a reconciliation of the actual
quantities installed versus the contract quantities and results in a reduction of $64.290.87 of the contract amount. 2. Accept the project on behalf of the Town. 3. Authorize the final
payment of $20,046.21. staff recommends this to Council for consideration., If you concur, please have Carmen place an item on the May 28, 1991 council agenda authorizing Ron to execute
change order number 2, accept the project. and make final payment to the contractor. JRB/rp Attachme
nt GINN & CASE, INC. CONSULTING ENGINEERS May 17, 1991 Mr. John Baumgartner, P.E. city Engineer Town of Addison P.O. Box 144 Addison, Texas 75001 Re: 1990 Miscellaneous Pavement Improvements
Dear Mr. Baumgartner: Work for the above referenced project has been completed and inspected by representatives of Ginn & Case, Inc. and the Town of Addison. The work was found to be
in general conformance with the contract documents. The original contract completion date was November 30, 1990. Change Order No. 1 provided for a time extension to January 1, 1991.
The project was substantially complete on December 19, 1990. Enclosed are three (3) copies of Application for Payment No. 10 (FINAL) in the amount of $20,046.21 from XIT Paving and Construction,
Inc. representing work performed on the project through completion, including: the final change order reflecting overruns and underruns of the estimated quantities; and, request for
previously held retainage. We have reviewed the application and recommend that payment in in full be made at this time and that the City council formally accept the project and begin
the one year warranty period. Also enclosed are the project close-out submittals and other items of correspondence and project supporting documents for your information and use in making
the decision to accept the project and make final payment. The submittal includes: 1) Executive Summary; 2) Summary of Change Orders; 3) Final recap of construction costs; 4) Contractor's
Affidavit of debts and claims; 5) letter of warranty; 6) Consent of Surety Company to final payment; 7) Maintenance Bond, and; 8) Record Drawings for the project -mylar reproducibles
and two blue line prints. If appropriate, please place this item on the next Council Consent Agenda to serve as public notice that FINAL PAYMENT, in accordance with the Contract Documents,
in the amount of $20,046.21 will be made to XIT Paving and Construction, Inc. for 17103 Preston Road • Suite 100 • Dallas, Texas 75248 • Phone 214/248-4900 P.O.Box796577 • Dallas, Texas
75379-6577 • FAX 214/931-1452 
) May 17, 1991 John Baumgartner Miscellaneous Pavement Improvements the construction of the 1990 Miscellaneous Pavement Improvements. The contract requirements have been completed, all
documents are in order, and the project is ready for acceptance by the Town of Addison. Should you require any further information, please contact our office. P.E. SWCjGFjdsp enclosures
cc: Ron Whitehead, city Manager Slade Strickland Robin Jones Don Preece Larry McCallum XIT Paving and Construction, Inc. Gabe Favre File 90433 
EXECUTIVE SUMMARY 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS TOWN OF ADDISON, TEXAS 1. The project was advertised March 8 and 15, 1990. Bids were opened on March 27, 1990. Four bids were
received and ranged from a low of $425,315.00 to a high of $569,331.00. 2. On April 10, 1990, the City Council awarded a unit price contract to XIT Paving and construction, Inc., Garland,
Texas, in the amount of $425,315.00. 3. A pre-construction conference was held on May 1, 1990. Notice to proceed was given as on or before June 4, 1990. Contract time was 180 calendar
days. Contract completion date was November 30, 1990. Liquidated damages were set at $500.00 per day. 4. The contractor requested a final walk-through on December 19, 1990. Due to the
inclement weather and the holidays, we could not schedule a walk-through until January 10, 1991. One was finally made on January 22, 1991. On January 23, 1991 a punch list of items to
be completed or corrected was prepared and presented to the contractor. Additionally, a Certificate of Substantial Completion, as of December 19, 1990 was prepared. 5. On March 14, 1991,
contractor submitted letter stating that all punch list items had been completed. Representatives of Ginn & Case, Inc. and Town of Addison checked the list and advised contractor of
a few minor items that still needed to be addressed. 
6. On April 5, 1991, all representatives had a meeting to further discuss the punch list items that remained. 7. As of April 15, 1991, all items of the punch list had been addressed
to the satisfaction of the Town of Addison and Ginn & Case, Inc. representatives. 8. Due to a minimum overrun of quantities, combined with thorough inspections and comprehensive contract
administration, along with the deletion of the Cody drainage part of the contract, the total project contract price is approximately 15% less than was bid. Original contract price was
$425,315.00, while the actual final contract price will be $361,024.13. 9. We hereby recollll1lend that the project be accepted and that final payment in the amount of $20,046.21 be
paid in full at this time. 
SUMMARY OF CHANGB ORDBRS 1990 MISCBLLANEOUS PAVEMENT ZMPROVEMENTS CHANGE ORDER NO.1 Contractor requested time extension of 32 days to January 1, 1991 due, in part, to issuance of multiple
work permits causing delays; and by having specific areas of the project being deferred or deleted. This change order was approved by the Town of Addison on January 10, 1991. No change
in contract price. CHANGE ORDER NO.2 Cost overrunsjunderruns for project. (See Attached Spreadsheet) DEDUCT: $64,290.87 from original contract price. FZNAL RECAP OF CONSTRUCTZON COSTS
The attached Change Order No. 2 (FINAL) and computer spreadsheet is provided to reflect all cost overruns and underruns on the project. Original Contract Amount $425,315.00 Change Order
No. 2 (Deduct) 64.290.81 TOTAL CONSTRUCTION COSTS $361,024.13 
CHANGE OItOlm Two (2) Finali. __________􀁾(Imi:truct 􀁩􀁏􀁉􀀱􀁾􀀠on reverse side) I'ROJECr: 1990 Miscellaneous Pvmt. Imprv. DATE OF ISSUANCE: May 6, 1991 OWNER: Town of Addison P,O.
Box 144 (Nallle. Addison Add,c") , TX 75001 CONTRACTOR: XIT Paving & Construction, IncowNER', I'm.iecl No. ____________ P.O. Box 475337 Garland, TX 75047 ENGINEER: Ginn & Case, Inc.
CONTRAcrrOR: 1990 Miscellaneous Pvmt, Imprv. ENGINEER's I'Il1jcci No. _9D"'4""3w3'-_______ You Me directed tn tl1<lkc (he following changes in Ihe Conlrac( Documents. Description: Final
cost overruns/underruns Purpo.;e of Change Order: AUachmcnts: (Lh;t 􀁤􀁯􀁣􀁵􀁭􀁣􀁮􀁴􀁾􀀠OIOupporling c11;ll1gC) CHANGE IN CONTRACT PRICE: CllANGlllN CONTRACT TIME: Original Cnulract
Price Origin,,1 Contr;lct 'I';mc $ 425.315,00 ------...􀁾􀀮􀀻•.,"7,,---.------Prcviuus Ch.wgc Orders No.____ !o Nfl. ____ NCI dmnJ.tc from prcviou!) Change Orders N/A 32 􀁤􀁡􀁹􀁳􀁾􀀽􀀭􀀭_______
.Iny;:: ContrOlct Tfmc Priot' tu (his Change Order Contract P,kc pl'inr {olhis Change Order $ 425,315.00 Net 􀁾􀀢􀀼􀁤􀁣􀁥􀁲􀁥􀀻􀀧􀀱􀀧􀁥􀀩􀀠of 􀁴􀁨􀁩􀁾􀀠Clmngc Order $ 64,290.87 Incl'case
(decrease) of (hi:; Change Order Contract Price with ;til approved Change Onlcl's $ 361,024.13 Time with <111 approved Ch;u,lge Orders 212 Il ECOMM 􀁅􀁎􀁉􀁊􀁉􀁾􀁉􀁊􀀺􀀠AI'I'ROVIlD: API'ROVE\):
i &Case Inc. by ________􀁾􀁾􀀭􀀭__----Owner Town of Addison '-;H'll-J"ii1ving & Const tion, Inc. E1CI)C No. 1910-8.0 (1'183 I'.dilion) 
CONTRACTOR'S AFFIDAVIT OF PAYMENT'OF OWNER ARCHITECT CONTRACTOR SURETY OTHER 0 0 00 DEBTS AND CLAIMS AlA Document G706 Bond TO (Owner) ARCHITECT'S PROJECT NO: 90433 r --, CONTRACT FOR:
1990 Miscellaneous Town of Addison Paving Improvements P.o. Box 144 Addison, Texas 75001 L -.J CONTRACT DATE: April 17, 199Q PROJECT: Various Streets (name, address) I'Iddison, Texas
Stale of: TEXAS County of: DALLAS The undersigned, pursuant to Arlicle !1 of the General Conditions of the Contract for Construction, AlA Document A201, hereby certifies thaI, except
as IIsled below, he has paid in full or has otherwise satisfied all obligations for all malerials and equipment furnished, for all work, labor, and servlees performed, and for aU known
indebtedness and claims against the Contractor for damages arising in any manner In conneclion with the performance of the Conlract referenced above lor which the Owner or his property
might In any way be held responsible, EXCEPTIONS: (If none, write "None", If required by the Owner, the Contractor shall lurnlsh bond satisfactory to the Owner for each exception.) NONE
SUPPORTING DOCUMENTS ATTACHED HERETO: 1. Consent of Surety to Final Payment. Whenever Surety is Involved, Consent of Surety Is required. AlA DOCUMENT G707, CONSENT OF SURETY, may be
used lor Ihis purpose, Indicale allachment: (yes XX ) (no ). The following supporting documents should be at· tached hereto if required by Ihe Owner; 1. Conlraclor's Rel.as. or Waiver
of liens, condilional upon receipt of flnal payment. 2. Separate Releases or Waivers of liens from Sub· conlractors and material and equipment suppliers, to the exlent required by the
Owner, accompanied by a list Ihereof. CONTRACTOR: XIT PAVING !\[)''D CONSTRUCTION, INC. Address: .0. BOX BY' LAWRENCE H. 􀁍􀁃􀁓􀁐􀁾􀁾􀁾􀀬􀁾􀁐􀁒􀁅􀁓􀁉􀁄􀁅􀁎􀁔􀀠Subscribed and sworn 10
before me Ihis .30""' day of 􀁾􀀠19 ?/Notary 􀁐􀁕􀁢􀁉􀁬􀁃􀁾􀀮􀀮􀀮􀁴􀁁􀀮m. 􀁴􀁴􀁊􀁾􀀠3. Conlractor', Affidavit of Release of liens (AlA DOCUMENT G706A). My Commission Expires: 5-26-91
AlA DOCUMENT G706 • CONTRACTOR'S ArFiDAVIT Of PAYMENT OF DEBTS AND CLAIMS • APRil 1970 EDITION ONE PAGE AI<\® • 1!l1970· THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVE, NW,
\\lASHIN(;TON. O.C. 200n6 
P.O. Box 475337 • Garland. Texas 75047 xID Paving 􀀦􀁾􀁾􀁣􀀿􀁾􀁵􀁣􀁴􀁩􀁯􀁮􀀠\j May 13, 1991 Town of Addison P.O. Box 144 Addison, TX 75001 Re: 1990 Miscellaneous Pavement Improvements
for the Town of Addison Dear Sir: XIT Paving and Construction, Inc. guarantees that all workmanship on the above referenced project shall be free of defects for a period of one year,
commencing May 28, 1991. At such time, a one year, 10% maintenance bond shall become effective• • Lawrence H. President LHM/lr (214) 289·5331 
FIDELITY AND GUARANTY I UNDERWRiTERS. INC (A Siock Company) MAINTENANCE BOND BOND NUMBER l8D ..1251Dlt.2.'lOl KNOW ALL MEN BY THESE PRESENTS, That we, 􀀮􀀴􀁾􀀮􀀧􀁬􀀻􀀠..􀁾􀁾􀀮􀀱􀀡􀁾􀀮􀁬􀀢􀀡􀁾..􀁾􀀮􀁬
􀁦􀁐..􀀨􀀺􀀮􀁑􀁬􀀧􀀮􀁾􀁲􀀮􀁬􀁷􀀮􀁇􀁲􀁗􀀮􀁬􀀢􀀡􀀬..U!(:.·.... ........................................................................................................................
(hereinafter called the Principal), and the other undersigned an Ohio corporation (hereinafter called the Surety), are held and firmly bound unto ... :r.OWll..01'.. AI)P.tS.QI'. .....................
..................................... ........................................................................................................................ ........................................
................................................................................ (hereinafter called the Obligee), in the full and just sum of ..􀀱􀀬􀀧􀁨􀁾􀁬􀀧􀀮􀁴􀀻􀁹.. 􀁾􀀮􀁾􀀢􀀮􀀠􀁴􀁊􀁷􀀮􀁬􀁊􀁾􀀮�
�􀁭􀀼􀁬..Qll.El. JWJIIIXI'.<l ..... . ... . 􀁾􀀧􀀡􀀮􀁾􀀮􀀠􀀺􀀢􀀺􀀧􀀮􀀧􀁾􀀮􀀠􀁾􀀧􀀿􀁮􀁾􀀮􀁾􀁾􀀮􀀺􀁾􀀮􀀺􀀠􀁾􀀮􀀺􀁾􀀮􀀺􀀠􀁾􀀮􀀺􀀠􀁾􀀮􀀺􀁾􀀮􀀺􀀠􀁾􀀮􀀺􀁾􀀮􀀺􀀠􀁾􀀮􀀺􀀠􀁾􀀮􀀺􀁾􀀮􀀺􀀠􀁾􀀮􀀺􀀠􀁾􀀮􀀺􀀠􀁾􀀮􀀺�
�􀁾􀀮􀀺􀀠􀁾􀀮􀀺􀀠􀁾􀀮􀀺􀀠􀁾􀀮􀀺􀀠􀁾􀀮􀀺􀁾􀀮􀀺􀁾􀀮􀀺􀀠􀁾􀀮􀀺􀁾􀀮􀀺􀀠􀁾􀀮􀀺􀀠􀁾􀀮􀀺􀁾........ Dollars, lawful money of the United States, for the payment of which, well and truly to be
made, we bind ourselves, our heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, said Principal has entered into a certain
contract with the Obligee dated ................. . . . . . . . . . . . . 􀀴􀀭􀀿􀁾􀁁􀀢..P., 􀀮􀀱􀀮􀁾􀀠9.Q ..........................................................................................
:..􀁾􀀠........................................................................................................................ .......................................................................
................................................. which contract has been or is about to be completed and accepted. AND WHEREAS, specifications and contract provided that 􀀮􀁾􀁉􀀺􀁊􀀻..􀁐􀁁􀀮􀀱􀀡􀁾􀀮
􀁎􀁇..􀀡􀁜􀁾􀁄.. 􀀨􀀺􀀮􀁱􀀡􀀧􀀮􀁾􀀺􀁲􀀮􀁒􀁾􀀮􀁱􀀺􀁲􀀮􀁗􀀺􀁬􀀭􀁦􀀠..􀁾􀁬􀀧􀀮􀁱􀀠• should guarantee the project free from defects caused by faulty workmanship and materials for a period
of years, general wear and tear excepted. NOW, THEREFORE, if the said project shall be free from defects of workmanship and materials, general ONEwear and tear excepted, for a period
of years, then this obligation shall be null and void; otherwise to remain in full force and effect. S· did,-sea e e Ivere d ........... .Igne andd I· 5/28/92 XIT PAVING AND CONSTRUCTION,
INC. Witness as to (Seal) Principal (Seal) (Seal) FIDELITY AND GUARANTY INSURANCE UNDERWRITERS, INC• ..􀁾􀁾􀁾􀀻􀀺􀀺􀀺􀁾􀁾...........: ..... . Gloria J. 􀁊􀁯􀁾􀁑􀁣􀀺􀁾􀁲􀀭􀀭􀀭􀀭􀀭􀀭􀂷􀂷􀀠AttorneY·In·f
act ,"10 (9-84) 
CERTIFIED COpy GENERAL POWER OF ATTORNEY NO. FG 148 KNOW ALL MEN BY THESE PRESENTS: That FIDELITY AND GUARANTY INSURANCE UNDERWRITERS. INC.. a corporation organized and existing under
tbe laws of tbe State of Ohio, and having its principal office al 100 Lighl Street. Baltimore. Maryland 21203. does hereby constitute and appoint Gloria. J. Jones of the City of Dallas
. State of Texas its true and lawful 􀁁􀁬􀁴􀁯􀁭􀁥􀁹􀁾􀁩􀁮􀁾􀁆􀁡􀁣􀁌􀀠with power and authority to sign its name as surely to. and to execute, seal, aCknowledge and deliver any and all
bonds. undertakings. recognizances or other written obligations in the nature 􀁴􀁨􀁥􀁲􀁥􀁯􀁦􀁾􀀠and the said FIDELITY AND GUARANTY INSURANCE UNDERWRITERS. INC. hereby ratilies and confirms
all of the acts of said Attorney-in-facl. pursuant 10 these premises. This appointment is made under and by authority of a by-law of the said FIDELITY AND GUARANTY INSURANCE UNDERWRITERS.
INC., a certified copy of which is hereto annexed and made a part of this Power of Attorney. IN WITNESS WHEREOF. Ihe said FIDELITY AND GUARANTY INSURANCE UNDERWRITERS. INC. has caused
this instrument 10 be sealed wilh its corporate seal. duly attested by the signatures of its Vice-President·and .Assistant Secretary. this 12th day of February . 1990 . . FIDELITY AND
GUARANTY INSURANCE UNDERWRITERS. INC. vlillid!11 F. Spliedt(Signed) Ry L. L. Hupfer(SEAL) (Signed) STATE OF MARYLAND 􀁾􀀠ss:BALTIMORE CITY On this 12th day of February • 19 90 . before
me personally came W:il.1.:L:im F. Spliedt . Vice President of FIDELITY AND GUARANTY INSURANCE UNDERWRITERS. INC. and L. L. Hupfer . Assistant Secretary of said Corporation. with both
of whom I am personally acquainted. who being by me severally sworn. said that they. the said W:il.1.:L:im F. Spliedt . and L. L. Hupfer were respectively the Vice President and Assistant
Secretary of the said FIDELITY AND GUARANTY INSURANCE UNDERWRITERS. INC., the corporation described in and which executed the foregoing Power of Attorney; that they each knew the seal
of said said eorpor.tion; th.l lhe seal affixed to said Power of Attorney was such corpordte seal; that it was so affixed by authority of the by-laws of said corporation; and that they
signed lheir names bereto by like authority as Vice President and Assistant Secretary. respectively. of the Corporation. My Commission expires the first day of July. 19 90 Margaret M.
Hurst (SEAL) (Signed) NOTARY PUBLIC 
• • Copy or By-Law' "Anicle VI. Section 1 -Execution of Instruments. The Chairman of the Board. the President, any Executive Vice President, any Vice President, including the Financial
Vice President, or any Assistant Vice President, in conjunction with the Secretary or an Assistant Secretary, shall have power on behalf of (he Company: (a) to execute, acknowledge,
verify and deliver all contracts, obligalions, instruments and documenlS whatsoever in conneetion with its business. 􀁩􀁮􀁣􀁬􀁵􀁤􀁩􀁮􀁧􀁾􀀠wilhoul limiting the foregoing, any and all
bonds, guarantees, ondenakings, recognizances, stipulations. policies of insurance, deeds, leases, inongages, re: leases, salisfactions and agency agreements; (b) 10 appoint one or more
persons for anior:-ail of the PUfposeS mentioned in the preceding paragraph (a), including affixing the seal of the Company."I, Michael P. Hanm:lTld • an Assistant Secretary of FIDELITY
AND GUARANTY INSURANCE UNDERWRITERS, INC., do hereby cunify that the foregoing is a full, true and correct copy of the original power of attorney given by said Company to Gloria J. Jones
of Dallas, Texas , authorizing and empowering her to sign bonds as therein set fonh, which power of attorney has never been revoked and is stiB in full force and effect. And I do funher
cenify thaI said Power of Attorney was given in pursuance of a by-law of said Company, and that the foregoing is a true and correct copy of said by-law. In Testimony Whereof, I have
hereunto sel my hand and the seal of ADELITY AND GUARANTY 􀁉􀁎􀁓􀁕􀁒􀁁􀁾􀁇􀀺􀁅􀀻􀁬􀀡􀁬􀀢􀀡􀀬􀀭􀁟􀀠DERWRITERS, INC. this ().,«" 􀁾􀀠day of 'iho...o .19 Cfa ;,,' " ..:_.';, ' 􀁡􀁾􀀢􀁾􀀢􀀬.

CONSENT OF OWNER 0 ARCHITECT 00SURETY COMPANY CONTRACTOR SURETY 0TO FINAL PAYMENT OTHER AlA DOCUMENT G707 PROJECT: All Work indicated on drawings and/or specifications entitled 1990
(name, address) Miscellaneous Pavement Improvements-Town of Addison TO (Owner) I ARCHITECT'S PROJECT NO: Town of Addison CONTRACT FOR:Addison, texas 1990 Miscellaneous Pavement Improvements
L CONTRACT DATE: CONTRACTOR: April 17, 1990XIT Paving and Construction Inc. P.O. Box 475337 Garland, Texas 75047 In accordance with the provisions of the Contract between the Owner and
the Contractor as indicated above, the (here insert name .md address: of Surety Company) Fidelity and Guaranty Insurance Underwriters ,Inc. • SURETY COMPANY, on bond of ihere insert
name and address or Contraclor} XIT Paving and Construction, Inc. P.O. Box 475337 , CONTRACTOR, Garland, Texas 75047 hereby approves of the final payment to the Contractor, and agrees
that final payment to the Contractor shall not relieve the Surety Company of any of its obligations obligations to there insert name ilnd address of Owner) Town of Addison , OWNER,Addison,
Texas as set forth in the said Surety Company's bond. IN WITNESS WHEREOf, the Surety Company has hereunto set its hand this 23rd day of April 19 91. Fidelity 􀀢􀁾􀁮􀁤􀀠Guaranty Insurance
􀁕􀁮􀁤􀁥􀁲􀁷􀁲􀁩􀁴􀁾􀀠Inc. Surety Company Attest: (Seal); Attorney-jn-faC t Title NOTE: This form is to be used as a companion document t'O AfA DOCUMENT <1706, CONTRACTOR'S AFFiDAVIT
OF PAYMENT OF DEBTS AND CLAIMS, Current Edition "I" DOCUMENT G707 • CONSENT Of SURETY COMPANY TO FINAL PAYMENT' APRIL 1970 EDITION' AIA® ONE PAGE ® 1970' THE AMERICAN INSTITUTE OF ARCHITECTS,
1735 NEW YORK AVE., NW, WASHINGTON. D.C. 20006 
CERTIFIED COPY GENERAL POWER OF ATTORNEY NO. FG 148 KNOW ALL MEN BY THESE PRESENTS: That FIDELITY AND GUARANTY INSURANCE UNDERWRITERS, INC., a corporation organized and existing under
the laws of the State of Ohio, and having its principal office at 100 Light Street, Baltimore, Maryland 21203, does bereby constitute and appoint Gloria J. Jones of the City of Dallas
, State of Texas its true and lawful Attorney-in-Fact. with power and authority to sign its name as surety to, and to execute, seal, acknowledge and deliver any and all bonds. undertakings.
recognizances or other written obligations in the nature thereof; and the said FIDELITY AND GUARANTY INSURANCE UNDERWRITERS, INC. hereby ratifies and confirms aU of the acts of said
Attorney-in-facl, pursuant to Ihese premises. This appointment is made under and by authority of a by-law of the said FIDELITY AND GUARANTY INSURANCE UNDERWRITERS, INC, a certified copy
of which is hereto annexed and made a part of this Power of Attorney. IN WITNESS WHEREOF, the said FIDELITY AND GUARANTY INSURANCE UNDERWRITERS, INC has caused Ibis instrument to be
sealed witb its corporate seal. duly attested by the signatures of its Vice-Pre,ident and 􀁁􀁾􀁳􀁩􀁳􀁴􀁡􀁮􀁴􀀠Secretary, tbis 12th day of Febru.ary , 1990 . FIDELITY AND GUARANTY INSURANCE
UNDERWRITERS. INC William F. Spliedt(Signed) By L. L. Hupfer(SEAL) (Signed) STATE OF MARYLAND iss:BALTIMORE CITY On this 12th day of Febru.ary • 19 90 , before me personally came William
F. Spliedt , Vice President of FIDELITY AND GUARANTY INSURANCE UNDERWRITERS, INC and L. L. Hupfer , Assistant Secretary of said Corporation. with both of whom I am personally acquainted.
who being by me severally sworn. saill that they. the said william F. Spliedt , and L. L. Hupfer were respectively tbe Vice President and Assistant Secretary of the said FIDELITY AND
GUARANTY INSURANCE UNDERWRITERS, INC., the corporation described in and which executed the foregoing Power of Attorney; that they each knew the seal of said corporation; that the seal
affixed affixed to said Power of Attorney was such corporate seal; that it was so affixed by authority of the by-laws of said corporation; and tbat they signed their names hereto by
like authority as Vice President and Assistant Secretary, respectively, of the Corporation. My Commission expires the first day of July. 19 90 Margaret M. Hurst (SEAL) (Signed) NOTARY
PUBLIC 
Copy of By-Law ..Article VI, Section 7 -Execution of Instruments. The a,inn,n of the Board, the President, any Executive Vice President, any Vice President, including the Financial Vice
President, or any Assistant Vice President, in conjunction with the Secretary or an Assistant Secretary, shall have power on behalf of the Company: (a) to execute, acknowledge, verify
and deliver all contracts, obligations, inStruments and_documents whatsoever in connection with U.s busjness, including. without limiting 'the foregoing, any and ,U bond,s, guarantees,
undertakings, 􀁲􀁾􀁣􀁯􀁧􀁬􀁩􀁩􀁺􀁡􀁮􀁣􀁥􀁳􀁾􀀠stipulations, policies of insurance, deeds, leases7 􀁭􀁯􀁲􀁴􀁧􀁡􀁧􀁥􀁳􀁾􀀠releases, satisfactions and agency agreements; , " .It» 'to appoint
one or more personS' for aiiy orall of 􀁴􀁨􀁥􀁩􀀾􀁵􀁲􀁰􀁣􀁩􀁓􀁥􀁾􀀠mentiOned in the preceding paragraph (a), including affixing the seal of the Company," I, MiChae1 P. Harrroc>nd , an
Assistant Secretary of FIDELITY AND GUARANTY INSURANCE UNDERWRITERS, INC., do hereby certify that the foregoing is a full, mie and correct copy of the original power of attorney given
by said Company to G10ria J. Jones ' of Dalias, Texas , authorizing and empowering her to sign bonds as therein set forth, which power of allomey has never been revoked and is still
in full force and effect. And I do further certify that said Power of Attorney was given in pursuance of a by-law of said Company, and Iliat the foregoing is a true and correct copy
of said by-law, In Testimony Whereof, I have hereunto set J1 hand 􀀺􀁾􀀠the seal of FIDELITY AND GUARANTY INSURANCE UNDERWRITERS, INC. Ihis til 3/L& day of 􀁾􀀠, 19'1 t ,', /, . " '1'.>1
􀁾􀁲􀁫􀀭􀀺􀁾􀀭􀀭􀀮􀀬􀀮􀀬􀀮􀀮􀁾􀀧􀀠Ii,' , 􀁾􀀢􀀠􀀺􀀬􀀧􀁾"'-'-/M .............,.... ,..... :!, .....» ... Assistam Secretary; " , , ," ., ... 1" • •" " '; 
Application for Payinent PAYMENT nEQUEST No. TEN (10) AND FINAL -SIIEET _1__ OF _:.-9__ Fon wonK COMPLETED TllnoUOII TIlE DATE OF: 􀁾___ pnOJECT TITle: 1990 MIScE;LLANEOt./S PAVEMENT
IMPROVEMENTS DATE: ____• lOC ATlON: __􀀭􀀬􀁁􀀡􀀮􀀡􀀮􀁄􀁾􀀮􀁦􀀩􀁦􀁓􀁏􀁎􀀮􀀠TEXAS 􀁄􀁅􀁓􀁃􀀢􀀬􀁐􀁔􀁬􀁏􀁎􀀺􀁟􀀭􀁅􀀱􀁍􀀢􀀬􀁉􀁓􀀢􀀢􀁃􀀢􀀢􀁅􀀢􀀢􀁌􀀢􀀢􀁌􀁁􀀡􀀺􀀡􀀡􀁎􀀺􀀡􀁦􀁅􀀢􀀢􀁏􀁾􀁕􀁓􀁌􀀭_________________
_________ OWNEn/ENGINEEn INFOnMATION: OWtlEn: TOWN OF' AIJDlSO...,N'--_____ -ADDnESS: P.O. DOX..:;.I..::.44-'--_______ CITV1STATE: AIJDlSOl'l._JJ::XAS 75001 CONTACT PERSON: GREG DUNIfAM
PIIONE NO.: 􀀲􀀱􀀴􀀺􀁾􀀵􀀡􀀡􀁬􀁏􀀧􀀭􀀭􀀭􀀮􀁌􀀺􀀷􀀰􀀢􀀬􀀬􀀳􀁾􀀷􀁟􀀧􀀮􀀮􀀬_______ EtiGItlEER: -mlm, 􀁭􀁾􀀮􀀬􀀠 conSULTfUG ENGINEERS ADDRESS: 17 t03 PRESTON ROAD, SUirE'" too LB-t 18 CITY/STATE:
DAllAS, TEXAS 75248 CONTACT PERSON: (JABE r-AVRE , plIONE NO.: (214) 240-4900 CONTnACTon INFOnMATION: CONTRACTon: 􀀱􀁓􀀮􀀡􀀺􀀡􀀺􀀮􀀮􀀮􀁬􀁾􀁁􀁖􀁉􀁎􀀨􀁊􀀠AND CONS'l"ntJCTION ADDnESS: 1'.0.
nox 􀀴􀀮􀀺􀀮􀀺􀀷􀀵􀀺􀀺􀀮􀀺􀀳􀁾􀀳􀁾􀀷􀁟􀀭________ CityISTATE: 􀀮􀀮􀀡􀀱􀀱􀁒􀀱􀁟􀀬􀀨􀁜􀁊􀀧􀁭􀀮􀀮􀀮􀀮􀀮􀀮􀀺􀁲􀁮􀁸􀁁􀁾􀁌􀀮􀀮􀀱􀀮􀀵􀀢􀀧􀁑􀀴􀀺􀁕􀁬___ CONTACT PEnSON: .!llitl.E!'l 􀀡􀀺􀀱􀁉􀁃􀁊􀁩􀁬􀁩􀀮􀁾􀁌􀀠E
RIDGES pliONE NO.: Jl",4-::<2",8z,9-::>5",3",.3LI _________ INSURANCE CO.: NOEL/GREAVES, INC. " ADDRESS: ...-l1QO_MONTlCEI.W. SUIlE 300. 1.1L5 CIty ISTATEI_DALLAS, TEXAS 75205 bONDINO
AOENT: MILl.ERMAN & MILLERMAN ADVRESS: P.O. lJoX 􀀵􀀱􀀵􀁾􀀲􀀹􀁾􀀹􀁾􀁟􀀠CITY IS.T.A-rE: DALLAS, TU:XAS 75251 CONTRACT NO.: ____CONTRACT DATE: 4/17/90=--__ pnOJECT NO.: 90433 • TOTAL OniGmAl
cornRACT AMourn: $ 425.315.00 TOTAL CftANOE onDERS: 1 AMOUNT: $ 􀁾􀀠TOTAL coNTRAcT AMOUNT TO DATE: $ 425,315.00 NOTICE TO PROCEED DATE: 6/4/90 COMPLETION TIME: ..;:.1"'80"--__ CAlENDAR
DAYS CONTRACT COMPLETION DATE:' NOVEMBER 30, 199L_________________ PERCENT TIME 􀁅􀁬􀁁􀁐􀁓􀁅􀁄􀁉􀁟􀁾____ 􀁾􀀠PERCENT wonK' COMPLETED: ____ 􀁾􀀠
"nOJECT: 1990 􀁍􀁉􀂧􀁃􀁅􀁌􀁌􀁁􀁎􀁅􀁌􀁾􀁤􀀠􀁐􀁁􀁖􀁅􀁉􀁶􀁬􀁪􀀻􀀺􀀡􀁦􀁌􀁉􀁍􀁐􀀡􀁬􀁑􀁖􀁅􀁍􀁅􀁎􀁔􀁓􀁾􀀠􀁾..EET_L___ OF 9 /JEt.T tiNE ilOAIJ -MARSI! lANE TO DN'/' "I\YMEflr NO. __ 􀁾􀁟􀁾􀁟􀁾__􀁾􀀠--􀀭􀀭􀁾�
�􀁾􀀮􀁾􀀭􀁾􀁾􀀭􀁾􀀭􀀭􀀭􀀭􀀭f'/W HEM OESCIlIP'I ION PLIIN NO. QUIINTITY-----􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀁾􀀭􀀭􀂫􀀭􀀭􀀭􀀭--.---10·1.1 SAWCUT EXIST. 1'/\YEMI>NT 4\lOU.----.. 􀀭􀀭􀀭􀀮􀁾􀀮􀀭􀀭􀁾􀀮􀁾􀀭􀀭􀀮􀀠---.-104.2
JH<:MOYE OW PAYEMENT 1200 -. ,110.1 ImWY. EXCV. pJENB CoNn _'__100_<_'--« llrREiNF. 􀁃􀁏􀁎􀁃􀀮􀁰􀁶􀁾􀁩􀁔􀀮􀀬360.1 ' I roo3000 PSI 2 DAYS .. G"INf!fCIRAi:-mf.ic:-CunD ----360.4 3000 PSI.
2 DAYS 425 􀀭􀁾􀀭􀀭􀀭􀁾􀁾􀀭􀀼􀀠360.5 6" DOWELED ClIIHl&UUTTER 280 􀀭􀀭􀀭􀁾􀀭rnrn;.'HDEmtR:;4"TnfCK530.1 3000 PSI 20 ---Winu. 􀁳􀁹􀁾􀀠􀁒􀁅􀁩􀁬􀁁􀁾􀁾􀁍􀁒􀁎􀁔591 LANDSCA' REI' m IUlI't.AC)
___.1 __ 􀁾􀀷􀀴􀁊􀀮􀀮􀀠·l"''RAFFJCIiU'f''f'fj ;wilfH: 210􀁾􀁐􀁾􀁩􀁩􀁾􀁾􀁦􀀮􀀢􀁾􀀱􀀱􀀨􀀻􀁾􀁆􀀻􀀨􀁪􀁦􀁊􀀺􀀠WHiTI';674.2 40S INOL" HEFWCTlV",-B"1'Riif-Ficiilii'i'oNliilTr.: 􀀭􀀭􀁾􀀭􀀭􀀭􀀮􀀠676.2
r:LB..:i:Y.JSINutPJgF .EG:!l Ii 15--700 HMf'I'IC LOO/' DETECTORS IIRE-SAW EXIST. LOOPS 􀀭􀀭􀁾􀀭􀀮􀁾􀁾􀀠--􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀁾􀀭􀁾􀁾􀀠􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀁾􀀮􀀭-----.---􀁾􀀭􀀭�
�􀀭􀀭<______0 _____ -􀀭􀀭􀀭􀁾􀁾􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀀭----. --.. ._--_.--_. -. UNIT ----1.1: .􀀭􀁾􀀭􀀮􀀭􀀮􀀠.__E,¥􀁾􀀡􀀧􀀮􀀮􀀠BY --l.F._I.F BY -_IS EA r!:/\ ---EA I.S -•----􀀭􀁾􀀧.. -<􀀭􀀭􀀭􀁾􀀠-_
.... QUliN TITY 10 OIlTE UNIT I'IIIGE AMOUNT TO OllIE_._---._-----􀀮􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀮􀁾􀁾􀀭􀀮􀀠3,731.1 o 2.UO I 7,160.36 􀀭􀀭􀀭􀀮􀁾􀁾.. _1,022,,!iI8 IIl.UO 􀁾􀁟􀀠10,27j;l..JlQ.......
o.m 1,OU...9 50.00-L_______􀁾__ 1--"-5....3 􀀧􀁵􀀶􀀢􀀬􀀴􀀬􀀬􀀬􀀸􀁾􀀮5",,0-,--_ _. 595,,7.1L___:-_(_10___, __1, 􀀱􀀹􀀮􀀱􀀼􀁾􀁟􀀠0.0(J 3.00 0.00 34.3o 25.00 .-------11-857.50 __􀁾􀀮􀁏_0_
5.0{)0.00 .Q&!L.._ 147.00 ___.".0.0_____􀁾􀀸􀀸􀀮􀀰􀀰􀀠23.0 􀀮􀁾􀀭12,j!(L___􀁾􀀨􀁟􀁊􀀮􀁉􀁟􀀱􀀰__-,--...􀀶􀁬􀁬􀁩􀁬􀀮􀀮􀁄􀁾􀀭1.00 9,000.00 9,000.00 --.---􀀭􀀭􀁾􀀭􀀭􀀭􀀢􀀭􀀭􀁾􀀭---\--_.-----1--------1---
----i \-----< ---, -􀀭􀀭􀁾.. -------1------_·---< -_.« '--<􀀭􀀧􀀭􀀭􀀧􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀁾􀀭.-----.-----I-------j·-----
-------------1'1I0.JEeT: 1990 M'SCE/,I,ANECI PAVEMENT lMI'110VEMENTS '. 12'=L .:3..__ 01' 􀀮􀀭􀀡􀁬􀁾__._􀀭􀀭􀀭􀀭􀀢􀀭􀀢􀁾􀀭􀀭􀀭􀀮􀀭􀀭􀀢􀀠---.-...􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠... -.... -".. 􀀭􀀢􀀮􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀁾
􀁾􀀠, 􀀭􀀮􀀭􀁾􀁑􀁕􀁯􀁲􀁾􀁕􀁍􀀠OIUVE -"IWM lJELT LINE ROAD SOUIII . l'I\YMt.:Nt NO._. _" TEN -.._---􀀭􀀮􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀮􀀮􀀭􀀺􀀭􀀭􀀭􀀭.. -_... ------------------_.-----_._-.."/lY
OUIIN111Y I\MOUNT I1[M tJEsCm"."oN 1'1.1\ N UNI1 10 UNfr 10 NO. QUAN" TY 01\ TE f>HlCE OIlTE 10·1.1 SAWCUT EXISTINU I'VM'f'. 2200 LI' 2,200.00 2.0U 4,400.00 104.2 REMOVE OLD PAVEMENT
2380 S\' 9,B,4·.<!IL__ 􀀮􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀁾􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭-----------_. !!.Q,,!. ROW\'. EXCV. (DEN. CONTI 􀀭􀀭􀀭􀀭􀀭􀁁􀀡􀁊􀁊􀁌􀀮􀀮􀁾􀀠􀁟􀁾􀁌..􀁟􀁾􀁟􀁯􀀮􀁯􀁾􀀠__􀁾􀀲􀀱􀀱􀀮􀀰􀁌􀁌􀀭___0'<-••--"00__
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LEFT 􀁔􀁕􀁉􀁾􀁎􀀠LANE l'AYMEttT flO. __. _---.TI:R:l____ ---1-"--PI\Y --------------QUI\NIITY IIMoU,H IlEM o[scnll NO. , liON ",-liN UNIT TO 1/1·/1 r 10 OUI\N 111 Y OAlE I'IIIG( IJIIIE
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􀀭􀁾􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀠... -.----.-.􀀭􀀧􀀭􀁾􀀧􀀭--'--------.. --.-.. ..􀀭􀁾􀀢􀀠____ w •• _ •• _ •• _ 10,1.2 REMOVE 01,1J f-------.. -_..,_.'AVEMENT 15 SY .___ 􀁾􀀻􀀱􀀮􀀶􀀡􀁌􀀠.. __􀁾􀀡􀁍􀀡􀁑__
_1,393.00.-. " ..􀀭􀁾􀀭...--------. 􀀭􀀬􀀭􀀭􀀮􀁾􀀭􀀮􀀬􀀭􀀭􀀭􀀭. .,-,. ...110,1 'lOWY. EXCV. (􀁉􀁭􀁟􀁾􀀮􀀺􀀮􀂣􀁏􀁎􀀡􀁬􀀮􀀠.210 CY 210.00 10,00 2,100.00---.-----􀀮􀀭􀀭􀀭􀀭􀁾􀀭._-_._--􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭
'Oil MIP • 425 SY 409.00 15.00 􀀮􀀮􀂧􀁬􀁾􀀵􀀮􀀰􀀰R---._--_.__. .,----.----.---. ---􀀱􀁩􀁾􀁨􀀭􀁐􀁖􀁍􀁔􀀠__..l!.__.. 􀀮􀁬􀁭􀁾􀁾􀀠6.00 _---1..'in.mL900.00-----_._. YS 425 SY 379.70 􀁾􀁏􀀮􀀡􀁬􀀡􀁬􀀠15,lB
B.&J!.NC:-CtiRil 262.00 _.I13.!5-, 00280 .JJ:.._ __.....J no8,i'lfJS'fAi'L 􀀭􀁾􀀭􀁾􀀮􀁾􀀭􀀭􀀭􀀭􀀧􀁾􀁟􀀡􀁒􀀠􀁭􀁾􀁲􀁴􀁁􀁃􀀮􀀠1__...HL ___ 􀁊􀀮􀁾􀁑􀁑􀀮􀁟􀀠__5,!lllIl.DlL.....!!.&OO....!l9
􀀩􀁾􀀮􀀠WIIIT!,; __l!!___ ..􀀡􀁾􀁉􀁌􀀠___􀀮􀁑􀁾􀁑􀁾􀁌􀀮􀀠4.n!J__. O&Q'" .􀀩􀁎􀁾􀁗􀁩􀁩􀁩􀁩􀁂􀀭_􀀧􀁬􀁾􀀮__ .____l1,00 __.63.00:TI Il __'!!__. -, .____.__..1.OU _._ iUii'rf>fji,E ___L __
. ..!,fL_ 1.00 ..._,·M!!l!Wl'__ 3,000.00.-----...􀀭􀁾􀀬􀀮􀀠􀁾􀀭􀀭􀀭􀀭􀀭iNf.iEijiAN I -LS_. ___􀁾􀀮􀁏􀁑􀀮􀀮􀁟􀀠_--.5,illII1 00 5,000.00 --.-___0 ___ 􀀮􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭-
-. -􀀭􀁾􀀭􀀭􀁾􀀭􀀭• 􀀭􀀭􀀧􀁉􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀁾􀀮􀀠--1-----.---.--.1---􀀭􀀭􀀭􀀭􀁾􀀮􀀭􀀭􀀭---------_. 􀀮􀀭􀀭􀀭􀁾􀁾􀁾􀀭􀀭-..􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀠1 i---_.__._-._-----_._.
􀀮􀀭􀀭􀀭􀁾􀀭􀀭.. --.-------.. , ._􀀭􀀭􀁾􀁾􀁾􀀭􀀭..-'_N_ 􀀭􀀮􀁾􀀮􀁾􀀮􀁾􀀮􀀭􀀮􀀠,---------, ---.-_._. -.-..-----------,...:..... ._------􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀮􀁾􀀮􀀠----.􀀭􀀭􀁾􀀭􀁾􀀭..--. ---.------------1--
.. ----. -􀀭􀀭􀀭􀀭􀁾..---. ·---1-------􀀭􀀭􀁾􀀭􀁾􀀭􀀭􀀮􀀭􀀭􀀭-. -.------------.. -_._-----" •-----------􀀧􀀭􀀭􀀧􀁾􀀧􀀠---􀀭􀀭􀁾􀀭􀀭􀀮􀀭􀀭􀀬􀁾􀀠--------_.. --.--. 
-----------------------------""OJECT:_-'290 􀁍􀁉􀁓􀁃􀁾􀁌􀁌􀁁􀁎􀁅􀁏􀁬􀀠PAVEMI;;t:lLJMI'ROYEMENTS_." ;:ET ___5__.__ OF_.!'___ ARAPAIIO ROAD./SPECTRUM mHVE "AYME,n NO. TEN ---PIIY 11 EM
m:scl111'1101\1 "LAN NO. QUliN rll y'-._"---------------------------.-104.1 SAWCUT EXI S·I". I'AVMT. 18.10 􀀭􀀭􀁾􀀠.􀀭􀀭􀀭􀁾􀀭􀀭􀁾􀁾􀀠104.2 IlEMOVE 01.0 I'A VEMllNT 189U._-----_.􀀭􀀭􀀭􀀭􀀮􀁾􀀭􀀭􀀭􀀭�
�􀁾􀀭􀀭􀀭110.1 HlJWV. EXCV.----􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭260.1 !.1M!> TRIM"!'. 􀀭􀀭􀁾􀁾􀀭􀁾􀀠IlVUrQ\iEilTI264.0 6% llV W(JT. 2----II" RIHfJr:-co360.2 3600 PSI--6"nEn1l". CO350.3 3600 PSI--------360.4
6" INTEGRAl, CONC. cuno 835 --4""R};r:-nUr(,74.1 NON-REFI.ECT jijN,-wiiilE'-.------􀁉􀁖􀁉􀁾􀀠120--4"JM":iiiiT"ir,74.2 SI O. \ IIIlF!.· iUN -Wiii'iE -ECT/VIi: 25---􀁂􀂷􀀭􀂷􀁉􀁉􀁾􀁁F'-/lUT'P-IS-I-U
(SIN iilRWi\THJN"S LANDSCAPE R §"--PERf,6iikfE: ElL1:EILEABR 1 1151'1; WIIII'I';----.. --􀁾􀁌􀀡􀁾􀀮􀀡􀁉􀀡􀁾􀀺􀁮􀀻􀁌􀁟􀀮􀀠___!Q. YS. IWI'!.. El'AIH/nEPLAC ,'";ODiWNwiY -----c _______,__
_ --._----------·----1---􀀭􀀭􀁾􀀭􀁾􀁾􀀭􀀮􀁾􀀮􀀭,I 􀀭􀁾􀀭􀁾􀀭􀀮􀀮􀁾􀀭􀀭􀀭----------------􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭UNIT 1.1" SV CV SV TONS N1ITYOUII 1 OA 0 TE-._-_.. . 1,717.60-.---􀀮􀁾􀀭􀀭􀀭􀀭.
1,987.95 --.--0.00 -,----1,577.12----_. 3.24----. SY 1,524.30 􀁾􀀮􀀭􀀮􀀭􀀭􀀭􀁾􀁾􀁾􀀭􀀭􀁾􀀭􀀭SY 150.00 1..1' 727.90---EA 153.00 􀀭􀁾􀀭􀀭􀀢􀀮􀀠EA 32.00.-_...._.. ..., ...􀁾􀀠EA 12.00 􀀭􀀮􀁾􀀠􀁾􀀠.•..--
, ts 1.00 􀀭􀀭􀁾􀀭1.00 -----.--,.-.._----'--'-UNIT 1'lllCE -------2.00 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀀭6.UO .􀁾􀀭􀀮􀀭􀀭IO.UO--4.00._------.__!!..O.QQ.. __ 25.UO . 25.00 . 2.UO 4.00 ",--_..
7,PI! .... 􀀮􀁾..__ .'!!M1.0__ __'.00,00___ 14,000.00---------_.---------.------􀀮􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭----------.__....-.---􀀭􀀭􀀮􀀭􀀭􀁾􀀭􀁾􀀮􀁾􀀮􀀠-----_._-------_._---.-------_._-----1---1---'-
--------------------...__........ .......... -----------_.. 􀀬􀀭􀀢􀀭􀀭􀁾􀀮􀀠--------------_. --_. --.-. 􀀮􀀭􀀭􀁾􀀠-_. .-.-. ------------"mu 􀁾􀀭􀀭􀀭591 592 -_. 􀀭􀀭􀀭􀀭􀀮􀀭􀁾􀀭􀀭I\MoUNT
.10 I'JI\1E 􀀭􀀬􀀭􀁾􀀭􀀮􀁾􀀭􀀭􀀭􀁾􀀭I 􀁟􀁾... 􀀴􀀳􀀡􀁨􀁾􀀡􀀱􀀮􀀭11,927.70-------. 0.00 _6....3_08 •451_ _2.,091._!5.Q__ 􀁾􀀬􀀱􀀰􀀰􀀷􀀮􀀵􀀰􀀠3,7:m...DJL...... 1,455.80 __􀁾􀁂􀁟􀀡􀀮􀀮􀀹􀀲􀀮􀀮􀀮􀀮􀀮􀁟􀀠
-.-..􀀿􀀿􀁾􀀬􀁑􀁑..--. 􀁾__480!Q.0_. 100.00 􀀭􀁾􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭14,000.00 .􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀢􀀭._..------.----_._. ---------.•------.---
PIIOJ"CT: 1990 MISCELLANEl .., PAVEMENT IMI'ROVEMENTS--,---...-.-..-----..􀁾􀀠_..-.. --_."-----,..., ....􀁾􀀠,,-... ,..._--..􀀭􀀭􀀧􀀢􀁾.. -" .._-;. . f::H ._.....􀁾.... , .. __ 01: ..-2.._..._
.. IINII CY ,."YMI:Ur NO. _ .:;I;EN __ {JU/wrllYI!) ,,/\ II' 3D.on 1,200.00 308.00-..._-_..... ..􀀭􀀭􀀮􀀭􀀭􀀮􀀭􀀮􀀬􀁾􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀢􀀭􀀧􀀭􀀭􀀮􀀠IIMour,I r I}MI,. 10 "weE 1)1'1
I I:. 2.00 6.00 1,!1/.-1.()() 1,200.00 924.00 ._ 192.00 __􀂷􀀮􀀺􀀮􀀮􀀮􀀬􀀭􀀭􀀮􀀺􀀧􀀴􀀬􀀡􀀺􀀲􀀬􀀡􀀡􀀮􀀰􀀡􀀡􀀺􀀰􀀧􀀭􀀭􀁟􀀱􀁟􀀢􀀢􀀸􀁾􀀬􀀰􀀬􀀬􀀭􀀬􀀶􀀬􀁣􀀻􀀴􀀬􀀬􀀬􀀮􀀻􀀬􀀻􀀮􀀰􀀰􀀻􀁌􀀮􀁟􀀠IQt!?
___􀀱􀁾􀀲􀀮􀀰􀀰􀀠_____42.00 __ 8,064.!(1[i!)__. _J.!,:,.___-.I1!hPO ____.,8,.uOOlL.._,_-'S"".""984.illL_ .PL, ______oc:;9,Q" ._-I!!!!.!l!L__. 10P•.ol:L_ 􀀬􀁦􀀬􀁾􀀠..___􀀭􀀮􀀡􀁑􀁾􀁾􀁾􀀠__._..1,Q!L_.
42Q.OO_ ----" ------------------. -----_._.....-------_··_-------1------------,---------------------_..__ .. -'''-'--'--------.___. ,,_---........-'. -------1--------• ---------1------,---._---,,ADUI
SON ROAD I'/IY IIf:M NO. IU<I. 1 10<1.2 110.1 162.1 􀁾􀁾􀁡􀀮􀀮􀀠__ 340.1 IIt::;CIIIP' ION SA weu'!' EX1ST. I'AV"MENT IlEMOVH Ol.() l'AVEMlm'l' RDWY. !l:XCV. (DEN CONTISOW) f,ijijfiifjU"
iNcC--.. -'-.'--' ......... I'I./IN QI/I\N "'y 9211 12()O 220 FERTll.lZ,m wAlE/UNa ET: • 650􀁷􀁾􀀮􀀠__ 􀁾􀁾􀀮􀀠___􀀮􀁟􀁾.. ,,__ +.__ ••____ ••..::::.J_____􀁾__􀁾____ ". 􀀮􀁾􀁬􀁩􀁦􀁀􀀬􀀧􀁾􀀧􀁾􀀮􀁉􀁍􀀢
􀁾􀂷􀀡􀁱􀁴􀁾􀁾____....__..__􀁾􀀲􀀰􀀮__ .... /lMACt' TYPE 0 I'VMT. 210 _.------------_.------, ---..􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀮􀀭􀀭􀀭...-._--,--, -_._--._---1---·----------.----------------------_._-----------
------------------_. ,----..__.... ---------------_.._-_._. ---_....-.. .---._---------_.._----._-----_._-" ---, --_._-_._----,-----------,,_. -------_._._._-------------1---·,,-----·-'----1---------
--.-------...._----._--".. " --1------------_.._-----,_ ,-,------------------_.------------_._--..........._-----------------------------._-----􀁾􀀭..---------. '.. . . 
---------------I 􀀱􀀢􀁉􀁕􀁊􀁴􀀺􀁃􀁔􀀧􀀭􀀧􀁊􀀲􀁾􀀮􀁍􀀡􀂧􀁾􀀢􀀧􀀭􀀢􀁬􀀬􀁉􀁜􀁴􀀺􀀧􀁅􀀮􀁑􀁬􀀠􀁅􀁾􀁜􀁉􀁾􀁍􀁾􀀢􀀡􀀺􀁲􀀮􀀡􀀱􀀾􀁊􀀡􀁾􀁉􀁾􀀨􀀩􀁜􀁬􀁧􀀯􀁬􀀮􀁩􀁾􀀮􀁎􀀮􀁔􀂧􀁟􀁟􀀠'=H .....1.-..__._.
OF 􀁟􀁾􀁟.._ COllY DRAINAGE, MORMAN LANE DRAINAGE, OAKS NOH'!"II .' h.VMEtH 110. _......!l___IEN..-___ '-"-'-------,_._---.,--"IIV IJI:m;lIl1'I ION !'J.IIN"'.MNO. {JUliN I , I V MORMAN
lANE IJ'MINAUE II.lt WtmR' RIIUWFJ' iif.[--·->--·--·-·· 􀀮􀀡􀀧􀀬􀀡􀂷􀁾􀀮􀀮􀁴􀀮􀀺􀀡􀁾􀀺􀀺􀀮􀁇􀁒􀁍􀀡􀁾􀀡􀀬􀀡􀁮􀁾􀀠ItL t'!,t\C.!': _ .._.1 ._._._. OAKS NORTH 􀁄􀁉􀁾􀁉􀁄􀁏􀁅􀀠 AiI'wbJii:
􀁳􀁪􀁪􀁯􀁗􀁎􀁻􀁪􀁾􀁩􀀭􀀭􀀧􀀭􀂭 􀁐􀁌􀁾􀁎􀂧􀀭􀁃􀁏􀁲􀀺􀀬􀁴􀁐􀁌􀁅􀁔􀀡􀀧􀁰􀁎􀀠PLAGf; _-"'--__ --_.,--_.__._-_..__._------------..􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀢􀀭􀀬􀀭􀀭􀀭..--,--.--..􀀭􀀭􀁾􀀭􀀮--,
􀀭􀀭􀁾􀀭􀀭􀀬􀀠--_._---------------._-------_.__.. --------_._-----.. --_..... 􀀭􀀭􀂷􀀭􀀭􀁉􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀂭1---1------------_· DlUOOI': . liN" I.S .r.s. fJIIIIN I II Y 10
lillIE 1],00 --'---"IIMOIJ141 If)liN" "'!If:[ /JIIIE ,....􀀬􀀭􀀭􀁾􀀭􀀭􀀭􀀮􀀭􀀮􀀠r !5,!!!,!!,')'! .o.o.po "--'---'-.------_·_·-----1-------_·-----1·------. -------------.--, ... _...-------􀀭􀀭􀁾􀀭􀀭�
�._---------------1--------..._._......----
.. PROJECT: 1990 MISCELLANE" PAVEMENT IMf'ROVEMENTfL. _ET 8 􀁏􀁆􀀭􀀭􀀬􀀹􀀬􀀭􀀭􀁾􀀠pAVMEtU NO. .1 TEN --􀀭􀀮􀀭􀀭􀁾􀀭􀀭􀀭􀀮􀁾PJ'\Y QUIINJlty AMOUNt 11 EM DESCRIPTION PLAN UNit TO UNIT
TO NO. QUANTITY DATE PRICE DATE.---.FIElU EXl"JIAS-􀀭􀀭􀁾􀀭-_.. 􀀭􀁾􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀀭􀁾􀀭􀀭--"PRECAST COLLARS ...hl'_􀀭􀁾􀀭􀀭􀁾􀁾􀀭􀁾􀀭.. 1.00 1,000.00 J .000.00 , .􀁾􀀭􀀮􀁾􀀭􀀭•
---. .. -----.-􀀮􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀁾􀀠-􀀭􀁾􀀭􀁾􀀠􀀭􀁾􀀭􀁾􀀭􀀭.. 􀀭􀀭􀁾􀀭􀀧􀀭􀁾􀀭􀁾􀁾􀁾􀀠􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀁾􀀠.--. --.-----􀁾􀀠. ; . ----._.. .. . 􀀭􀀭􀀮􀁾􀀭-_._._--,._-􀀭􀀭􀀭􀀭􀁾􀀭􀁾􀀭􀀭􀀭􀁾􀀠--------�
�􀀭􀁾􀀮􀀭_._. -.--􀀭􀀭􀁾􀁾􀁾􀀭􀁾􀀭􀀭􀀭􀀭.. .. .-.----"--"----.-.----------------. MATEntAlS ON llANO --;;;􀀭􀁾􀀭-----.... --􀀭􀁾􀀭----. ---􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀁾. --' ._. .. ---􀀭􀁾􀀭-..
. ----_. --. 􀀮􀁾, ..-------, ... --'--.. GROSS AMOUNT DUE 1,000.00 ... -._􀀭􀁾􀀭􀀭
', phOJECT:_I990 MISCEI..LANI1L J PAVEMENT IMPHOVEMENTS 􀁾􀀬􀁉􀁅􀁅􀁔􀀠__-=-9__ QF ---=9,--_ PAYMENT NO. ..i.T""EN,,--_ ""colnl"",ying 1J0cnmeutation: mmss IIHoUtrr DUE..••.••.• $ 361,024.1_3____
I.ESS 5 % ntTIIIHAGE•••.• $__-YL-_':" MIOIJIIT mit:: 1'0 IJAn ......• $..J§l.&24·....,.1",3,--_J.Ims !'nl;VlOU9 I'AVIIENTS, •• 􀀤􀀮􀀮􀁊􀀴􀁾􀀹􀀷􀀷􀀮􀀹􀀲-------------------------------,,
IIttOUIH flUE 'fins Af'fI.lCAlION $ 20,046,2]• REVIEWED By: ______________.___ DATE: ___________ CHECKED DY: ____________ _ ______ DATE: _____________ CONTnACTon'S CEnTlFICATlON: the
uIIderslg"ed CON'fjlJ\C'fOR certlfien that (I) till 'pr"vloll11 progress I>I,y,nents received fI,III' OWNER all accoullt of Work dOlle under ti,e Contrnct 'ererre,1 to above hllve been
81'1,Ued to dhcllllrge In full all obllgationll of CONTIlJ\CTutt incllrred in conner-tiull ,.,ith t40rk covl!rec by I,rior Applications for Payment IIlImbered I through 9 inclusive I
lind '(2) title t" all mllterillls and equipment incorporated 1n snld WorkOrOther,.,loe linted in or covered by this AppUeatlon lor l'ayment ,.,111 poaa to OlllltR at tIme of payment
free and cleor of all liena , c1aIIIIB, security interests lind encumbrl!lIceJ!; (clu::el,t lIuch as covered by Bond acceptable to OIlNER). bated .da...¥k.4 . 1991 XI AVING & CONSTRU
INC. COHTMctOIl Subscribed and sworn berore me this ..J.Q day of G1aA< < I99tf, Ily• Notary 􀁰􀁵􀁢􀀢􀁣􀁾􀁾􀀮'711 WArt,.,;.. CommIssIon 􀁅􀁾􀀮􀁕􀀮􀁟􀀢􀀱􀀱ENGINEER'S RECOMENDATlON: ,this
III'I,lIcotfon (with nccon'l!8nyins docunmntntloll) rnceta the re<1uirements or the Contract "o"URlents Bnd pnymunt of tltl! nhuve AHOUN1' IJUE tillS AI',!'1.1CAnOlI In reco"••ended.
Al4fj € . 19 rtL_ 􀁾􀀴􀁾􀁛􀁾􀁾􀀨􀁟􀁉􀁁􀁟􀁾􀁟􀀮________lJuted . ENGHlEER Oy ___􀁾􀁾􀁾􀁾􀁾􀀽􀀫􀁾􀁾􀁾􀁌􀀽􀀧___________ Title 􀀻􀀺􀀺􀁽􀀭􀁤􀁾􀁁􀀴􀁡􀁋􀀮􀀮􀀠􀁾􀀠J' OWNER'S APpnOVAl: ray request
received ____􀁾___________􀁾_____ by _____ _______________• 19_____,Al'prove" for poyment on _____ day ur IOv __􀀬􀁾􀀭􀀧􀀭____________ {11,'XI'1l Tiff.F. 
GINN & 􀁃􀁁􀁓􀁊􀀲􀀴􀀭􀁊􀀺􀁃􀁉􀀱􀀮􀀺􀀮􀀮􀀮􀀮􀀮􀀺􀀮􀀺􀀺􀀺􀁍􀀻􀀮􀀮􀀻􀀻􀁁􀁎􀀮􀀮􀀻􀀻􀀮􀀮􀁁􀀽􀁇􀁾􀁾􀀮􀀻􀁾􀁓􀁕􀁌􀁔􀁉􀁎􀁇􀀠ENGINEERS January 23, 1991 Mr. Carl D. Wall XIT Paving and Construction,
Inc. P.O. Box 475337 Garland, TX 75047 Re: 1990 Miscellaneous Pavement Improvements Town of Addison Dear Mr. Wall: Pursuant to your December 19, 1990 request for final review and inspection
on the above referenced proj ect, we offer the following comments. We made a walk-through on the project on January 22, 1991 to determine the status of the completion of the project.
We regret that it took such a long time to schedule the walk through; but, the weather has been a major factor in the delays, as you are well aware. The attached Certificate of SUbstantial
Completion applies to all work under the contract documents for the 1990 Miscellaneous Pavement Improvements project as prepared by Ginn & Case, Inc. The work to which this Certificate
applies has been inspected by authorized representatives of the Owner, Contractor and Engineer, and that work is hereby declared to be substantially complete in accordance with the Contract
Documents as of December 19, 1990. A tentative list of items to be addressed, completed or corrected is provided below. This list was prepared based. upon a walkthrough made by the Town
of Addison representatives, Ginn & Case, Inc. representatives and XIT Paving and Construction, Inc. representatives. This list may not be all inclusive and the failure to include an
item on it does not alter the responsibility of the Contractor to complete the work in the Contract Documents. The items on the tentative list shall be completed or corrected by the
contractor within 30 days of the date of this letter. Please complete or correct all items before providing a written request for a final walk-through on the project. We have enclosed
the Parks and Recreation Department's comments, some of which may be duplicated in the following list, 17103 Pre.ston Road • Suite 100 • Dallas, Texas 75248 • Pltone 214/248-4900 P.O.
Box 7%577 • Dallas, Texas 75379·6577. FAX 214/931·1452 
L Mr. Carl D. Wall January 23, 1991 Page 2 GENERAL 1. Throughout all the various locations, minor cleanup of scattered debris needs to be completed. 2. various locations require cleanup
of concrete which has "splattered" onto adjacent walks, slabs, etc. 3. It appears that all of the ceramic traffic markers (buttons) at all locations were affixed to the pavement surface
by material other than what was specified. The specified adhesive was an epoxy resin, two part compound, mixed immediately prior to installation. It appears that the product used is
an asphaltic-rubberized material. The buttons will have to be removed, and may be re-used if properly cleaned of existing adhesive, to the satisfaction of the Owner/Engineer, then replaced
with the specified adhesive. If all existing adhesive cannot be satisfactorily removed, then new buttons will be required. ADDISON ROAD Seal asphalt joints where adjoining existing asphalt
pavement on both ends and parallel to centerline. 2. At north end of project area, clean up debris and remove excess pallet of sod. 3. It does not appear that the sod along the west
curb was installed properly. It does not appear to have "taken root" in many locations. Slight pressur.e ,on a square dislocated it with ease. The sod is very "uneven" throughout the
installation. There is no indication that fertilizer was applied. Inadequate watering may have contributed to the fact that the sod is dead. The sod was not rolled properly. Please address.
4. The first inlet south of the north end of the project clean out debris. 5. See General note #3 regarding button installation. 6. At culvert headwall, provide additional sod for side
slopes. 7. South end of culvert, at side slope, needs to be hand raked, graded and "dressed up" prior to placing sod. 
Mr. Carl D. Wall January 23, 1991 Page 3 8. Where newly placed sod ties to existing ground additional material needs to be placed to provide a smooth transition, not an abrupt drop off
as now exists. 9. Remove broken barricade parts located in vicinity of work. 10. Provide general clean up throughout entire length of project such as debris, concrete pieces, etc. 11.
Provide additional sod on areas disturbed by construction, but not currently covered by sod. 12 • AJ;ld.additional sod as required in area immediately north of south end of project near
Trinity Christian Academy property. QUORUM DRIVE/MILDRED STREET LEFT TURN LANE 1. Rout and re-seal longitu.dinal joint of left turn lane at Quorum Drive. 2. Replace 4 Bald cypress trees
and I Oak tree that has died due to improper digging and handling. Contact Parks and Recreation department prior to beginning this work. 3. Irrigation in Quorum Drive median not acceptable
due to the following: a. Improper spacing on nozzles. Incorrect location. b. Incorrect nozzles used. c. Incorrect number of heads provided. d. Improper valve used. Replace "Richdel"
with "Weathermatic". e. Raise valve boxes to meet grade, not depressed as now exists. 4. The "berm" in both north and south medians are incorrect according to Assistant Parks Director,
Robert Wood. XIT foreman, Ronnie stone, asked for and received specifics as to how this was to be handled, but did not complete accordingly. Brick pavers on north. median nose should
be removed and relayed properly. 5. See General Note #3 regarding button installation. 6. At the northeast corner of the north median nose, where the brick pavers meet the sod, the curb
needs to be removed and replaced. 
Mr. Carl D. Wall January 23, 1991 Page 4 ARAPAHO/SPECTRUM 1. Replace fill material and damaged sod at various locations behind curb that was disturbed during construction. 2. At the
east end of the project (near the Dallas Parkway side) immediately past the drive to the parking garage, the joint needs to be routed and re-sealed. 3. At other various locations throughout
the project, rout and seal joints. 4. In vicinity of ingress/egress to underground parking, opposite Arapaho Road, at the southeast corner, saw cut two additional joints, to continue
through to curb. 5. See General Note #3 regarding button installation. OAKS NORTH BRIDGE 1. Complete installation of bridge lights. 2. Controller needs to have connections completed.
Wires need to be buried and continuous from the valve box north of the bridge, west side, to the controller. Do not splice wires near controller. 3. Wires shall be made up using 3M-DBY
dry splices, not plastic caps and electricians tape. 4. Irrigation riser on north end of bridge, east side, needs to be located up against the wall, similar to others. 5. The anchors,
from the fence to the brick columns, needs to be adjusted to properly align with the fence. 6. In general, the area between the wall and curb needs to be cleaned up of all debris, concrete
pieces, brick pieces, etc. and graded to drain from the wall to the curb. OUORUM DRIVE -SOUTH 1. See General Note #3 regarding button installation. 2. Rout and seal joints throughout
the entire length of the project area. Too numerous to providra specific locations. 
Mr. Carl D. Wall January 23, 1991 Page 5 3. Clean concrete "spills" and "splatters" off sidewalk, curbs and adjoining slabs at various locations throughout the area. 4. At first curb
return past the beginning of the south end of the project (Sta. 13+50), curb is displaced out to pavement by sidewalk. Need to correct. 5. At entrance to Marriott parking garage, seal
joints. Also, on 3'x5' patch, saw cut joint to curb. 6. First parking area north of Marriott entrance (Sta. 11+00), north curb at redwood header needs to be cleaned out. 7. Area opposite
first median opening past Marriott entrance (Sta. 10+00 to 11+00), remove and replace completely 3 panels and curb. 8. At Sta. 10+00, parking area, at south curb· return, remoye and
replace concrete that is not acceptable. 9. At sta. 7+00, road between Marriott and bank, north curb is cracking, displaced; need to remove and replace. 10. Throughout the entire project,
concrete spills onto walk or adjacent pavement needs to be removed. 11. At Sta. 2+75, exit drive from bank, the south curb needs to be removed and replaced. 12. At northeast corner of
drive to President's Health Club, concrete walk needs to be repaired, removed or replaced. MORMON LANE 1. Rout and seal all joints. 2. Straighten grates within frame so they do not "rock"
when walked on. 3. Repair or replace damaged Flexipave walkway in vicinity of drainage grate. 4. Replace damaged ground cover (Asian Jasmine). 5. Replace steel edging damaged during
construction. 6. Repair or replace irrigation heads damaged during construction. They should be flush with grade, not leaking and vertical. 
Mr. Carl D. Wall January 23, 1991 Page 6 7. Please explain how location of area drain was located, in field, and as to why it was placed within area occupied by exercise station. Was
the inlet placed in the low spot of the swale? How was this verified? BELT LINE ROAD 1. See General Note #3 regarding button installation. 2. General clean up of areas behind curbs throughout
the project area is required; redwood header material, concrete "spillage", debris, broken barricades, etc. The following specific areas are indicated by the repair numbers shown on
the plans. 1. Northeast corner curb, inside lane needs repair. 4. West end, outside lane -saw cut continue through curb. Remove pile of concrete debris off edge of walk. 5. Saw cut outside
lane through to curb. 6. Remove debris located beyond curb. 7. Remove debris located behind curb. Remove "form" stakes from area. 9. Remove debris behind curb, in median. Fill hole behind
curb, in median. 10. Remove concrete "splatter" on walk, on southeast side. 11. Rout and and seal outside joint, "center" line. At inside lane near median, remove concrete splatter on
brick paVers. 12. 􀁾􀁯􀁵􀁴􀀠and seal all joints this area. 13. Remove form stakes. On westbound outside lane, west saw joint needs to be sawed through to curb. 14. At curb in median,
add fill material behind curb. 15. Provide "epoxy" concrete patch on east side of two westbound lanes of traffic, where spalling occurred. 
Mr. Carl D. Wall January 23, 1991 Page 7 18. Clean up' concrete "splatter" at curb. 19. on west joint, saw through to curb. 23. Remove header on south end. Rout and seal north joint.
Remove concrete stains from brick pavers. 24. Remove and replace poorly aligned 'curve in curb and gutter at east end of median. 31. At center median, replace brick pavers. Clean concrete
splatter off pavers prior to replacement. 37. Rout and seal small patch area to east. 38. Rout and seal joints. 39. Rout and seal joints. 40. Rout and seal joints. 41. This item was
not done originally and needs to be done at this time. 42. Remove form material. Saw cut to curb on inside lane. 44. Remove concrete splatter at east end of walk. 45. West end curb,
provide saw joint as shown ,on plans. end, small patch, continue saw joint through to curb. 48. At median curb, irrigation line cut needs to be replaced. outside lane, continue saw joints
across full lane widths. 
Mr. Carl D. Wall January 23, 1991 Page 8 This certificate does not constitute an acceptance of work not in accordance with the Contract Documents, nor is it a release of Contractor's
obligation to complete the work in accordance with the Contract Documents. "....-,---Executed by Engineer on this -;23'1''-day of 􀀭􀀭􀀮􀀺􀀺􀀺􀁊􀀮􀀺􀀺􀀺􀀮􀁾􀀺􀀮􀀮􀀮􀀺􀀺􀀮􀀺􀀺􀀡􀀺􀀺􀀽􀁾􀁾􀁟􀀬􀀠1991.
Ginn & Case, Inc. Consulting Engineers By: 􀁃􀁩􀁤􀀭􀁾􀀠Contractor accepts this Certificate of Substantial Completion as of December 19, 1990, on this day of 1991. XIT Paving and Construction,
Inc. By: Owner accepts this certificate of Substantial Completion as of December 19, 1990, on this day of' , , 1991. Town of Addison By: Please sign and return all six copies to us for
further execution and distribution. After execution of this document by the Owner, we will return a copy to you. Should you have any qUestions, please contact us. Sincerely, Gabe Favre
GF/dsp cc: Ron Whitehead, City Manager Robin Jones Carmen Moran Larry McCallum Bruce Ellis Robert wood Slade Strickland H. Wayne Ginn, P.E. Sanford W. Case, P.E. File 90433 
(214) 􀀴􀁾􀁏􀂷􀀲􀀸􀀵􀀱􀀠16801 􀁗􀀴􀁬􀀱􀀢􀁲􀁾􀁶􀁇􀀠January 23, 1991 Oinn & Case Inc. c/o Gabe Farve 17103 Preston Road, #100 Dallas, TX 75248 RE: Miscellaneous Pavement Improvements The
following punch list items were discussed at the walk through on January 22, 1991: AQ.!U..eQ..rt...B..Ql\J?1. Add sod to complete renovation along Trinity Christian Academy (T.e.A,)
R,O.W. 2. Verify there are no problems with T,C.A. I:Hj...􀁭􀀱􀁾􀁊􀁌􀀭􀀧􀁌􀁑􀀮􀁴􀁊􀁏􀁒􀁕􀀡􀀺􀀡􀀮1. Replace 4 Bald Cypress and 1 Bigelo oak with equal or greater size and quality. 2,
Complete irrigation a:,>stem, i. e.: A. Add omitted heads. B. Replace nozzles with ones specified. C. Replace Richdel valve with Weathermatic valve. D. Move beads to reflect proper spacing
on plans. E. Maintain 100% coverage with minimal" 6ver spray.F. Raise all valve boxes, Q.C.V. coverS, meter boxes affected by construction level to grade. 3. Complete berm and turf work
on south median. 4. Remove and relay pavers properly . 􀀮􀁬􀁩􀀮􀁾􀁬􀁬􀁬􀀿􀁨􀀮HQ 1. Replace all damaged sad behind curb. Use Tex Turf 10 Bermuda-sod in plaoe of Rebel Fescue. 2. Verify
there are no problems with the Colonade. Q􀁬􀁜􀀱􀁜􀀮􀁾...􀁾􀁐􀁂1:!L 􀀢􀁾􀁊􀀺􀁕􀀮􀁒􀀢􀀹􀀮􀁸􀀻􀀻􀀢1. All wire repairs shall be done with 3M-DBY dry splices and include a 24" pigtail coil.
2. Move irrigation riser on east side of bridge against wall. 3. Hook up 􀁣􀁯􀁮􀁴􀁾􀁯􀁬􀁬􀁥􀁲􀀮􀀠
-------January 23, 1991 Page two 4. Controller wires need to be buried and a continuous run from the exiting splices in valve box north of bridge on west side. Do not splice wires before
entering controller. 5. Complete bridge lighting installation. MORMON 1. Replace damaged steel edging .. 2; Replace or repair damaged irrigation heads and pipe. (flagged) 3. Repair Plexipave·sidewalk
. 4. Replace ,damaged Asian Jasmine. 5. Hove drain inlet to field verified swale. BELTLINE -----1.-Repair saw cut irrigation line. (flagged) 2. Remove all forms and stakes. ,3. Fill
in 􀁾􀁾􀁬􀀠excavations behind curbs. 4. Clean or replace all stained pavers. 5. Finish paver replacement at Beltline and Addison Road. If there are any questions 'or comments, please
contact me at 􀀴􀀵􀀰􀁾􀀲􀀸􀀶􀀸􀀮􀀠SUbmittyed IV,-,<r--"!' 07f cd, Jr. Director, Parks RJW!met ...-' ..,...􀁾􀀠-'" 􀀮􀁾􀀭...............􀀭􀁾....􀀮􀀭􀀬􀀮􀀻􀀮􀀮􀀮􀀮􀀭􀀭􀁾􀀬􀀮􀀻􀀭􀁾􀀭􀀮􀀬􀀮􀀬􀀭􀀭􀀭􀀮􀀠
􀀭􀁾􀀭􀀮􀀭􀀭􀀭􀀮􀀭􀀭􀀧􀀭􀀧􀀭􀀧􀀢􀀮􀁾􀀬􀁾-.. --..........--
CIJANGl10lUmn Two (2) Pinal􀀨􀁬􀁮􀁾􀁴􀁲􀁕􀁴􀀺􀁬􀁩􀁮􀁮􀁾􀀠011 reverse side) "RomCT: 1990 Miscellaneous Pvmt. Imprv. VATE Of ISSUANCE: May 6, 1991 OWNER: Town of Addison N(atnc.Addrcs:,,)
P.O. Box 144 Addison TX , 75001 CONTRACTOR: XIT Paving &Construction, P.O. Box 475337 InmWNER', I'mjccl No, ___􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠Garland, TX 75047 ENGINEER: Gilll & Case, Inc. CONTRACT
FOR; 1990 Miscellaneous Pvmt. Imprv. ENGINEER', ""'ljcet No, _ ..,,9ClJQ"'4"'3t.:3'-______ You aTC directed to make the foUQwing change:'> in the, Contract 􀁬􀀩􀁯􀁃􀁬􀁬􀁬􀀱􀁬􀁣􀁮􀀨􀁾􀀮􀀠Dc!'>criptiOI
I; Final cost overruns/underruns Purpose of Ch.mgc Order: I\U;lchl11cnb;: (Lis1 docult'lcnLIO supporting change) CHANGE IN CONTRACT (,IHCIl: CIIANGE IN CONTI(ACT TIME: Origin;)1 Contmc'
Price Orighmi COlltl'ilct Time $ 425.315.00 PrcviOU5 Change 􀁏􀁬􀀧􀁤􀁣􀁬􀀧􀁾􀀠No. ____ (0 No. ___ Nci dmngc from previous Change Orders $ N/A 32 days Contract Price prior to this Clmngc
Order Cc;mfr:n:t Time Prior to (his Change Order $m425,315.0D 212 days (January 1, 1991) Net 􀁲􀁉􀁩􀁉􀁬􀁬􀁾􀁤􀁥􀁥􀁲􀁣􀁡􀀬􀁥􀀩􀀠of thi, Change Order Net lnercm;c (dccrease) nUhis Ch:1I1ge
Ordcr -. $ 64.290...,.8:L/Z'-___________ Contract Price with ;til npproved Cfmngc 􀁏􀁲􀁤􀁣􀁲􀁾􀀠I 􀁵􀀬􀀬􀀢􀀧􀁾􀀬􀀠"me w''', "" ,""ro'" 􀀢􀀢􀀢􀁾O"w. $ 361,024.13 212 days APPROVE!): Arl'ROVED:
by Gi Case Inc. Town of Addison '1FR'-{Javing &Construction, Inc. f!.JCI)C No, 191O-R.n 􀀨􀁬􀀹􀁾􀁊􀀠Edition) 
CIiANGg oltlJlm Two (2) Final(Instruction:'> on rcvcl',I>C side) 1_________ I'Romc.,.: 1990 Miscellaneous Pvmt. Imprv. DATE or ISSUANCE: May 6, 1991 OWNER: Town of Addison P.O. Box 144
(Nallle. Addison TX 75001 Address) , CONTRACTOR: XIT Paving & C.onstruction, IncnWNUR',l'rojccl Nt> ____------__􀁾􀀠P.O. Box 475337 Garland, TX 75047 ENGINEER: Ginn &Case, Inc. CONTRACT
rOR: 1990 Miscellaneous Pvmt. Imprv. ENGINEER'" p...,jccl No__9,lJO"'4"'3l.l3'-______ You arc directed to make the fullowing changes in 1hc Con(r<1c( Documents. Description: Final cost
overruns/underruns l'urpn.llc ur Chnl1gc Order: AUac1l111cnts: (List doculllents slipporting change) CIIANGE IN CONTRACT PIHCE: CIlANGEIN CONTRACT TIME: Origillaf Cnllirnci I)l"icc (}rigrnal
Contracl Time $ 425,315.00 􀁬􀁾􀁲􀁣􀁜􀀧􀁴􀀨􀁬􀁕􀁓􀀠Chnngc Orders No. 􀁾__.... to No. ___M __ Net ch,lI1gc from J1rcvious Chungc Orden. • N/A 32 days 􀀮􀁉􀁮􀁹􀁾􀀠------------------_.._--------------Co
ntract Price prior to Ihi.'i Change Order C<mtrm.;( Time Prior to thili Ch,HlgC Order L42S,315.00 ____􀀭􀀭􀀢􀀲􀀢􀀢􀀱􀀢􀀧􀀭􀀲􀀭􀀢􀀧􀁾􀀨􀁊􀁡􀁮􀁵􀁡􀁲􀁹􀀠1. 1991) dllyJo or ,1;llt Net Jncl'cP:'1c
􀀨􀁤􀁣􀁣􀁲􀁣􀁒􀁾􀁣􀀩􀀠of this Change Order $ 64,29QLL.!>l.SZ'--______.____ ________􀁾􀀭􀁾􀁯􀁾__ 􀁾__􀁾__________ __ .. 􀁤􀀺􀁬􀁙􀁾􀀠Conlracl Price with all amlfOVcd Change 􀁏􀁲􀁤􀁣􀁲􀁾􀀠CUlllrild
Time wi(1t fill Rpprovcd Cha'.lgc Orders $ 361,024.13 IUKOMMENDED: API'ROVED: APPROVED: by 􀀭􀀭􀀭􀀮􀀬􀀮􀀮􀀼􀁾􀁵􀁾􀂷􀀱􀀨􀂣􀁲􀁧􀀮􀀻􀁕􀁌􀁌􀁦􀀮􀀮􀀽􀁾􀀠by ________􀁾__------___ Own!'r Ginn
Case Inc. Town of Addison EleDe N< . l'JIO.R.i) (19R) Edili01l) 
CIIANGg OIumu Two (2) Final􀀨􀀱􀁉􀀱􀁾􀁴􀁲􀁵􀁃􀀨􀁪􀁯􀁕􀀮􀀧􀁩􀀠onrcVctr)c side) i, ....=================== PROJECT: 1990 Miscellaneous Pvmt. Imprv. DATE OF ISSUANCE: May 6, 1991 OWNER: Town of Addison P.O. Box 144 (N.me. Addison TX 75001 Address)
, CONTRACTOR: XIT Paving & Construction, InCQwNER', l'rnjct:! No, ___--------P.O. Box 475337 Garland, TX 75047 ENGINEER: Ginn & Case, Inc. CONTRACT FOR: 1990 Miscellaneous Pvmt. Imprv.
ENGINEER', l"'qjccl No, ...􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀹􀁄􀀴􀀮􀀺􀁾􀁌􀀺􀀳􀀧􀀭􀀭______ YOl! 􀁾􀁲􀁣􀀠directed to make lhe following changes in the Conlracl nOCull1cnts, Dc::ocription: Final cost
overruns/underruns Purpose of Change Order: AU"dll11CU(S: (Ust documents slIPlmriing change) CHANGE IN CONTRACT PRICE: CIIANGE IN CONTRACT TIME: Origimd COillrac( Price Original Cun(rac!
Time $ 425.315.00 PrevioHs Chau!;!.c Orders 􀁎􀁻􀁬􀀮􀁟􀀮􀁾􀀮􀁟􀀠10 No. ___ Ncl change from pl'cvi01f:-; Ch:\ngc 􀁏􀁲􀁤􀁣􀁲􀁾􀀠N/A 32 days$-_..._-----------Contract Price prior (0 tlail'
Change Order Contracl Time PrtHf to to 􀁮􀁬􀁩􀁾􀀠Chi1l1gC Order ____--"2"'1",.2-'!daj"s (January 1, 199.1l.'--...􀀭􀁾􀀠􀁾􀁦􀀢􀀬􀁹􀁾􀀨􀀢􀁦􀀠11,,1(: Ne( A'4i!ili\!Ia'(decre.5e) or (his
Change Order Net IncC'ca:;c (decrease) or lhi::;: Change Order $ 64,29lLu8uZ________________________ Contract Price with all approved Change Orders COl1tlac( 'rime with all approved
􀁃􀁨􀀧􀁕􀀮􀁬􀁾􀁃􀀠Orders $ 361,024.13 212 days RECOMMENDED: APPROVED: API'ROVED: Town of Addison by ____􀁾􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭(lwnn Curt1'fl$Ctf'T􀀨􀁾􀁌􀁾􀁊􀁾􀁜􀁐􀀠XITPaving &Construction,
Inc. 
Two (2) Final􀀨􀁊􀁮􀀵􀁴􀁲􀁭􀀻􀀺􀁬􀁩􀁯􀁮􀁾􀀠on reverse side) 􀀬􀀬􀀭􀀭􀁾􀀭􀀭􀀭I'RomCT: 1990 Miscellaneous Pvmt. Imprv. DATE OF ISSUANCE: May 6, 1991 OWNER: Town of Addison P.O. Box 144
(Name. Addison TX 75001 􀁁􀁤􀁤􀁲􀁣􀁾􀁳􀀩􀀠, CONTRACTOI(: XIT Paving & Construction, InmwNER', I'mjccl Nv. ___________􀁾􀀠P.O. Box 475337 Garland, TX 75047 !;NGINEER: Ginn & Case, Inc.
CONTRACT rOR: 1990 Miscellaneous Pvmt. Imprv. ENGINEER', Pr'1jcc\ No. _-"9'110"'4"'3"'3_______ You arc directed [0 In<lkc (he following ch'lIlgcs in HIe Conlr",l Documen{s.. 􀁄􀁣􀁾􀁣􀁲􀁩􀁰􀁴􀁩􀁯􀁮􀀺�
�Final cost overruns/underruns 􀁲􀁵􀁲􀁰􀁯􀁾􀁣􀀠of Change Order: AUachlnCll1:,: (List document,,> sU)lPor{il1g ch;:tngc) CIIANGE IN CONTRACT I'RICE: CIIANGE IN CONTRACT TIME: Ol"iginal
Contract Price OrigJl1l1! Contract Time 180 􀁤􀁡􀁙􀁌􀁾_______􀁌􀁾􀁚􀁓􀀬􀀳􀀱􀀵􀀮􀀰􀀰􀀠it.Yllm "n't Prcviou1i Change Orders Np.____ 10 No, __....___ Net change fmlll previous. Change Orders
N/A 32 days Contract Price prior to eh;;; Change Order Confr;,ct Time Prior to Ihi!> Ihi!> Change Order 􀀤􀁾􀁓􀀬􀀳􀀱􀁓􀀮􀀰􀀰􀀠212 dayS (January 1, 1991) $ 64,290.8t7L___________ Net
Increase (decrease) of thifi Change Order -0Contract Price with nil approved Change Ordcrs $ 361,024.13 Cuufl'acl Time with:t11 approved 􀁃􀁨􀀺􀁴􀁾􀁧􀁣􀀠Orders 212 RECOMMENDED: AP!'RovED:
API'ROVED: by ___-= 􀀮􀁾􀁟....__ OW«f Gi &Case Inc. Town of Addison I;J'CDC No. 191O·R.il (I9RJ "dilion) 
CHANGE ORDER Two (2) Final(Instructions on reverse side) 􀁟􀁾􀁯􀀮􀀠___________ PROJECT: 1990 Miscellaneous Pvmt. Imprv. DATE OF ISSUANCE: May 6, 1991 OWNER: Town of Addison (N P.O. Box
144 􀁁􀂷􀀢􀀮􀀧􀁾􀀧􀀠) Addison, TX 75001 uurcss CONTRACTOR: XIT Paving & Construction, InCOWNER's Project No. ___---_____􀁾􀀠P.O. Box 475337 Garland, TX 75047 CONTRACT FOR: 1990 Miscellaneous
Pvmt. Pur(lOse of Change Order: AUachments: (List document" supporting change) CHANGE IN CONTRACT PRICE: Original Contract Price Previous Change Orde" No .. ____ (0 No. ____ $ N/A Contract
Price prfor to this Change Order Net i\iii!1liI!iW(decrease) of this Change Order Contract Price with all approved Change Orders Contr.act Tilne with all approved Cha':18c Orders $ 361,024.13
212 days APPROVED: APPROVED: by _______=-___________􀁢􀁹􀁾􀁾􀁾􀁾􀁵􀀫􀁾􀁾􀀭􀀭􀀭􀀭. Rincu Owner&Case Inc. Town of Addison Inc.EJCDC o. 1910-8-0 (1983 Edition) f'rep;m::d hy Inc Eng.ineer,
..' Joinl Confrncl 􀁉􀁊􀁯􀁥􀁴􀁬􀁮􀁬􀁣􀁮􀁬􀁾􀀠Committee ,uuf 􀁣􀁬􀁉􀀡􀁬􀁜􀁬􀁲􀁾􀀮􀀮􀁣􀀡􀁬􀀠hy The 􀁁􀁾􀀱􀀢􀁬􀁤􀀾􀁬􀁬􀁣􀁲􀁬􀀠c.;cl1cnd Conh:I1::lfjn of Anlcric3. i 
I , i 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS PAYMENT APPLICATION SID DATE: MARCH 27, 1990 NOTICE TO PROCEED DATE: JUNE 4, 1990 CONT RACT AMOUNT: $425,315.00 OWNER: TOWN OF ADDISON,
TEXAS APPLl CAT! ON FOR ENGINEER: GINN, INC. CONSULTING ENGINEERS PAYMENT NO, 10 and FINAL emIT RACTOR 􀀻􀁲􀀮􀁘􀀫􀁔􀀬􀀮􀀬􀁰􀁁􀁖􀀮􀁲􀁎􀁩􀁬􀀢􀂷􀁴􀁀􀁾􀀠FINAL PAY APPLICATION FINAL RECAP
OF QUANTITIES ITEM I DESCRIPTION I BID I BID I BID TOTAL IIQTY TO I AMOUNT II QTY I OVER/(UNDER) I NO. I 'QTY IUNIT I UNIT PRICE I AMOUNT IIDATE I TO DATE II +(-) I TOTAL AMOUNT I ······,·······..***
**************************1******1····1·····**··*··1·************11********1***..**·..*·**·11·*******,***************1 IBELT LINE ROAD -MARSH LANE TO TOLLWAY I I I I II I II I I 104.1
ISAWCUT EXIST PAVEMENT I 4000 ILF 1 $2.00 I $8,000,00113134.18 I $7,468.36 11-165.82 I ($531.64)/104,2 IREMOVE OLD PAVEMENT I 1200 ISY ; $10.00 ! $12,000,00 111027,98 I $10,279.80 11-172.01
I ($1,120.20) I 110,1 IROADWAY EXCAVATION (DENSITY CONTROL) I 100 iCY $25,00 I $2,500.00 II a I $0,00 II -100 I (12,500.00)1 360,1 110' REINF, CONCRETE PAVEMENT I 1100 ISY $50.00 I $55,000.00
111012.91 I $53,648,50 I I -27.03 I ($1,351.50)1 360,4 16' INTEGRAL CONC. CURB I 425 ILF $2,00 I $850,00 I I 595.78 I $1,191,56 II 170.18 : $341.56 I 360.5 16' DOWELED CURB AND GUTTER
I 280 ILF $3,00 I $840.00 II °I 10,00 II -280 I ($840.00) I 530,1 ICONCRETE SIDEWALK, 4' THICK I 20 ISY $25.00 I $500,00 II 34.3 I $857.50 II 14.3 i $351,50 I 591.0 IIRRIGATION SYSTEM/LAHDSCAPE
REPAIR I 1 ILS $5,000,00 i $5,000.00 II °I $0,00 II -1 I ($5,000.00) I 614.1 14' TRAFFIC BUTTONS, WHITE NON-REFL I 210 lEA $4.00 I $840,00 II 147 I $588,00 II -63 I ($252.00)j 614.2
14' TRAFFIC BUTTONS, WHITE SINGLE-REFL I 40 lEA $7.00 i $280.00 !! 23 I $161.00 II -11 I ($119,00)1 616.2 IS' TRACFlC BUTTONS, WHITE P-18-1-U I 15 iEA $40.00 I $600,00 I I 15 I $600,00
II 0 I $0.00 I 100.0 ITRAFFIC LOOP DETECTORS/RE-SAW LOOPS I 1 ILS $9,000,00 I $9,000.00 I I 1 I $9,000.00 II 0 I $0,00 I I SUBTOTAL -BELT LINE ROAD I I I 195,410.00 II I I $83,194,12
II I (ll1,61U8ll 88%I 􀁩􀁾􀁕􀁏􀁒􀁕􀁍􀀠DRIVE -BELT LINE RD, SOUTH I I I :i I II I 104,1 ISAWCUT EXIST PAVEMENT I 2200 ILF $2.00 I $4,400,00 II 2200 I $4,400,00 II 0 I suo I 110,1 IROADWAY
EXCAVATION (DENSITY CONTROL) I 400 ICY $20.00 I $8, 000, 00 II 0 1 $O,OO!! -400 I (18,000,00)1 260.1 ILIME 􀁔􀁒􀁅􀁁􀁦􀀬􀁾􀁅􀁎􀁔􀀠FOR 􀁾􀀮􀁁􀁔􀁅􀁒􀁉􀁁􀁌􀁓􀀠IN PLACE I 2150 151 I $3,00
$6.450,00 II 1832 I $5,496,00 II -liB I ($954.00) I 104,2 IREMOVE OLD PAVEMENT I 2380 ISY $6,00 I $14,280.00 111631.38 I $9,824,28 11-142,62 I (14,455.12)1 2(1,0 􀁉􀁈􀁙􀁄􀁒􀁁􀁔􀁅􀁾􀀠LIME
-6% BY WGT, -21#/51 32 ITONS I $85.90 $2,720,00 II 2U3 I $2,102.05 11 -7,21 I ($611.95)1 360,2 18' REINF. CONCRETE PAVEMENT 2150 ISY I $25,00 $53,750.00111726.04: $43,151.00 11-423.96
I ($10,599,00)1 i 360.3 16' REINF, CONCRETE PAVEMENT 110 ISY I $25.00 I 14,250,00 II 255,11 I $6,377.75 I I 85,11 $2,117,15 I 360,4 10' INTEGRAL CONCRETE CURB 1000 ILf I $1,00 I $2,000,00
II 1006 I $2,012.00 Ii 6 I $12.00 I 614.1 14' TRAFFIC BUTTONS, WHITE NON-WL 180 lEA I $4,00 I $710,00 I I 180 I $120,00 II 0 I $0,00 :' 61U j4' TRAFFIC SUTTONS, 􀁾􀁈􀀡􀁔􀁅􀀠S!NGLE-REFL
I 40 lEA I $7,00 I $280,00 II 40 I $280,00 II 0 ' 10.00 I 530.1 ICONCRETE SI9EWALK -􀁾􀀮􀀠THICK I 65 ISY I $25,00! $1,625.00 II 25 I $625.00 II -40 I ($1,000.00)1 100.0 ITRAFFIC LOOP
DETECTORS/RE-SAW LOOPS I IlLS I $2,000.00 I $2,000,00 II ' I $2,000.00 II 0 I $0.00 I 591.0 IIRRIGATION SYSTEM 1 LANDSCAPE REPAIR I 1 I LS I $1,000.00 I $1,000,00 II 1 I $1,000.00 II
a I $0.00 I I SUBTOTAL -QUORUM DRIVE I I I $101,415.00 I I I $71,988,08 II I ($23,486,92)1 11%I IQUORUM DRIVE 1 MILORED STREET I I II I II I I 104,1 ISAWCUT EXIST PAVEMENT 460 ILF $2,00
I $920.00 II 411.9 I $835,80 II -41,1 I ($84.20)11 104.2 IREMOVE OLD PAVEMENT 15 ISY $20.00 I $1,500,00 II 69,65 I $1,393.00 II -S,35 I (1107.00)1 '10,1 IROADWAY EXCAVATION (DENSITY
CONTROL) I 210 ICY $10.00 I $2,100,00 II 210 I $2,100,00 II 0 I $0.00 I 260.1 ILIME TREATMENT FOR MATERIALS IN PLACE I 425 ISY $15.00 I $6,315,00 II 409 I $6,135.00 II -16 I (1240,00ll
1240,00ll 264.0 IHYDRATED LIME -6% BY WGT. -271/SY I 6 ITONS I $150,00 I $900,00 II 6 I $900,00 II 0 I $0,00 II 360,2 18' REINF, CONCRETE PAVEMENT I m iSY I $40.00 I $11,000.00 II 319.7
I 115,188,00 II -45.3 I (11,812.00)11 360,4 W INTEGRAL CONCRETE CURB I 280 ILF $3,00 I $840,00 II 261 I $786.00 II -18 I ($54.00) I 591.0 IIRRIGATION SYSTEM 1 LANDSCADE R,PAIR I 1 ILS
$5,000,00 I $5,000.00 I! 1 I $5,000,00 II a i $0.00 I. 514,1 14' TRAFFIC BUTTONS, 􀁾􀁾􀁬􀁔􀁅􀀠NON-REFL I 10 lEA $4,00 I $40,00 II $0.00 II -10 I (140,00) II °I614.2 14' TRAFFIC BUTTONS,
WHITE SINGLE-REFL I 15 lEA $7.00 I $105,00 i i 9 I ' $63.00 II -6 I ($42. DOli 611,0 ITU ELECTRIC LIGHT POLE RELOCATION 1 ILS $3,000.00 I $3,000,00 II 1 I $3,000.00 II °I 10.00 II 800.0
ICONCRETE PAVERS IN MEDIAN NOSE IlLS 15,000,00 I $5,000.00 II 1 I $5,000.00 "II 0 I $0.00 I SUBTOTAL -􀁑􀁕􀁏􀁒􀁕􀁍􀀯􀁍􀁉􀁌􀁄􀁾􀁅􀁄􀀠$42,780,00 II I $40,400.80 II °I (12,379,20)11 94%I
IARAPAHO ROAD 1 SPECTRUM DRIVE I I I \I I jl I ',I II104,1 15AWCUT EXIST PAVEMENT I 1840 ILF $2,00 I $3,680,00 Ii 1717.6 I $3,435,20 II -122.4 I ($244.80) II 104,2 IREW,OVE OLD PAVEMENT
! 1890 ISY $6,00 I $11,l4UD 111987,95 I $11,927.70 II 91,95 I $581.70 110.1 IROADWAY EXCAVATION (DENSITY CONTROL) I 285 ICY $10.00 I $2,850,00 II ° I $0.00 II -285 I ($2,850.00)11 ,1
I ME TREATME T f R􀁍􀁁􀁔􀀢􀁾􀀠A TN PLACE I 1100 !S1 34.00 I 16,800.00111577,12 I 16.308.48 ! 1-122 .88 I ($491.52)11 
I 264.0 IHYDRATED LIME -6% BY WGT. -2WSY I 23 ITONSI $90.00 I $2,070.00 II 􀀲􀀳􀀮􀀲􀁾􀀠I $2,091.60 II 0.24 I $21.60 I 360.2 IS" REIN'. CONCRETE PAVEMENT I 1700 ISY I $25.00 i $42,500.00
I. 1,'U I $38,101.50 II -175.7 I ($4,392.50ll 360.3 j6" REINF. CONCRETE PAVEMENT 180 ISY I $25.00 I $4,500.00 II jO I $3,750.00 II -30 I ($150.00ll '360.4 16" INTEGRAL CONCRETE CURB
835 ILF I $2.00 I $1,670.00 Ii 727.9 : $1,455.80 II -107.1 I ($214,l01l 674.1 14" TRAFFIC 8UTTONS, WHITE NON-REFL I 120 lEA ! $4.00 I $480.00 II 153 1 $612.00 II 33 I $132.00 ! 674.2
14' TRAFFIC BUTTONS, WHITE SINGLE-REFL I 25 lEA I $7.00 I $175.00 II 32 I 5224.00 II 7 I $49.00 I 676.2 18" TRAFFIC BUTTONS P-18+U I 10 lEA I $40.00 I $400.00 II 12 I $480.00 II 2 I
$80.00 I 591.0 IIRRIGATION SYSTEM I LANDSCAPE REPAIR I IlLS I $100.00 I $100.00 I I 1 I '100.00 I I o I $0.00 I 592.0 j8' PERFORATED DRAIN WITH PILTER 'AeRICI 1 I LS I $14,000.00 I $14,000.00
II 1 I $14.000.00 II o I $0.00 I SUBTOTAL -ARAPAHO/SPECTRUM I I I I $90,565.00 /I I $82,492.28 II II I ($8,012.72) I 91% ,IADDISON ROAD I , II I /I I I 104.1 ISAWCUT EX1ST PAVEMENT I
920 ILF $2.00 I $1,840.00 /I 812 : $1,624.00 II -108 I ($216.00)1 104.2 IREMOVE OLD PAVEMENT I 1200 ISY $6.00 I $1,200.00 II 1200 I $1,200.00 /I o I $0.00 I 110. I IROADWAY EXCAVATION
(DENSITY CONTROL) I 220 ICY $10.00 I $2,200.00 II 196.75 I $1,961.50 II -23.25 I ($232.50ll 162.1 ISOLID SODDING, COMPLETE I 650 ISY $3.00 I $1,950.00 Ii 308 I $924.00 /I -342 I ($1,026.001l
248.0 IFLEX BASE, CRUSHED LIMESTONE I 220 ICY I $45.00 I $9,900.00 II 196.75 I $8,853.75 I I -23.25 I ($1,046.25)1 340.1 IHMACP TYPE BPAVEMENT I 210 ITONSI $42.00 I $8,820.00 II 1921
$8,064.00 II -18 I ($756.00) I 340.2 IHMACP TYPE 0 PAVEMENT 210 ITONSI $42.00 I $8,820.00 II 192 I $8,064.00 /I -18 I ($156.00) II 340.6 ISEPARATE CONCRETE CURB AND GUTTER 825 ILF I
$8.00 I $6,600.00 I I 748 I $5,984.00 II -71 I ($616.00)1 591.0 IIRRIGATION 􀁓􀁙􀁓􀁔􀁅􀁾􀀯􀁌􀁁􀁎􀁄􀁓􀁃􀁁􀁐􀁅􀀠REPAIR ,, IlLS I $100.00 I $100.00 II 1 I $100.00 II o I $0.00 I 614.1 14'
TRAFFIC BUTTONS, WHITE SINGLE-REFL I 120 lEA I $4.00 I $480.00 II 105 I $420.00 II -15 I ($60.00li. 614.2 14" TRAFFIC BUTTONS, WHITE SINGLE-REFL I 25 lEA I $1.00 I $175.00 II 21 I $141.00
II -4 I (12S.00lL SUBTOTAL -􀁁􀁄􀁄􀁉􀁓􀁏􀁾􀀠ROAD I I I I $48,085.00 II I $43,348,25 II I ($4,736.75l1 90% ICODY ORA INAGE 1 ILS I $15,000.00 I $15,000.00 II o I $0.00 II -I I ($15,000.00)1
I I 0%/1I I I I " I I I: IMORMAN LANE DRAINAGE 1 ILS I $12,000.00 I $12,000.00 " II I I $12,000.00 I I o I $0.00 I I I I I /I I 100%11 I II II IOAKS NORTH BRIDGE I I LS I $20,000.00
I $20,000.00 II 1 I $20,000.00 I I o 1 $0.00 I; I I I 1 II 1 100%11 I II ITOTAL PROJECT AMOUNT I ,I 1 $425,315.00 I: I I $360,024.13 II I ($65,29U7)1I1_____________________________•________
1______ 1____ 1____________ 1_____________ 11 ________ 1 ICHANGE ORDERS AND PIELD CHANGES I I II II I! ICHANGE ORDER NO. 1 ILS I $0.00 /I $0.00 : I $0.00 I: ICHANGE ORDER NO. 1 I LS
I $0.00 /I ,f $0.00 :: $0.00 /I 11.___ -_--:---------______ 1 ICHANGE ORDER NO. IlLS I $0.00 II I $0.00 II $0.00 II ICHANGE OROER NO. 1 I LS I $0.00 /I I $0.00 II $0.00 II IFIELD CHANGE
NO. I -PRECAST COLLARS 1 I LS I $1,000.00 /I 1 I $1,000.00 II $1,000.00 II IFIELD CHANGE NO. 1 ILS ,I 10.00 II I $0.00 II $0.00 II IFIELD CHANGE NO. IlLS $0.00 II I $0.00 II $0.00 II
IFIELD CHANGE NO. 1 ILS $0.00 II I $0.00 II $0.00 II jFIELD CHANGE NO. 1 I LS $0.00 II I $0.00 II $0 00 II IFIELD CHANGE NO. 1 ILS $0.00 II I $0.00 Ii $0.00 II jFIELD CHANGE NO. 1 I
LS $0.00 II I $0.00 II $0.00 II IFIELO CHANGE NO. 1 ILS $0.00 II I $0.00 II $0.00 II SUB-TOTAL 'CHANGES' I $1,000.00 II I $1,000.00 II $1,000.00 II , I I II I II II ITOTAL CONTRACT AMOUNT
I I $426,315.00 i I I $361,024.13 /I ($84,290.81)11 GROSS 􀁾􀁾􀁕􀁎􀁔􀀠OUE TH!S APPLICATION $361,024.13 85% OF ACTUAL BID QUANTIT IES LESS 5% RET AINAGE $0.00 FOR THIS PROJECT AMOUNT
DUE TO DATE $361,024.13 LESS PREVIOUS PAYMENTS $340,911.92 NET AMOUNT DUE THIS APPLICATION 
.. Application for PaYit,ent P1\ \' MENT REauES T NO. _----"T""'EN"-\C-"'l"'-Ol..)􀀮􀀡􀁩􀁊􀁬􀁜􀀢􀀢􀁎􀁄􀀢􀀬􀀭􀀭􀀢􀁆􀀢􀀢􀁉􀀢􀁎􀁬􀁜􀀢􀀬􀁌􀁾􀁟􀁟􀁟􀁟􀁟􀁟􀀠S"EE T I 0 F _-,-9__ FOR WORK COMPLETED
TlIhOUOIi TilE DI\TE OF: ____ PROJECT TlTL!!: 1990 MIScELLANEOI:IS PAVEMENT IMPROVEMENTS DATE: _____ , LOC 1\ TlON: __-'A"'D,.."'D...,IS"O"'Nl:!c.L.J.l.."EdXAa;S!L.._______ DES ChlPTJON:
􀁍􀁉􀁓􀁃􀁅􀁌􀁌􀁾􀁬􀁜􀀢􀀢􀁎􀁅􀁃􀀽􀁕􀀢􀀢􀁓______􀁾􀀠_______􀁾____ OWNER/ENGINEER INFORMATION: OWNER: lOWN OF AHUlSO"'N______ • ADtmESS: P.O. I!OX 144 CIfY 1STATE: AIJDlSO...!i..-11::)(AS
75001 CONTACT PERSON: GREG DUNHAM PIIONE NO.: 214-450-7037 ' EflGINEER: ,GltUl, 􀀬􀀢􀁾􀀮􀀬􀀠 conSULTUIG EfWINEERS ADDRESS: 17103 PRESTOtJ nOAD, SUirE +100 LB-119 CITy/ST ATE: DALLAS.
TEX AS 76248 CONTACT PERSON: GADE FAVRE ( PHONE NO.: (2141 240-"'900 CONTRACTon INFORMATION: CONTRACTOR: 􀁟􀁾􀁲􀁲􀀮􀀮􀀮􀀡􀁾􀁁􀁖􀁉􀁎􀁕􀀠ANI) CONSTmJCTlON ADDRESS: 1'.0. Uox 4 . 􀀮􀀺􀀮􀀱􀀺􀀺􀀺􀀺􀀵􀀳􀁾�
�􀁾􀀷􀁟􀂷________ Clf'(1ST A TE: ...!1ARI.•t\.llIJO"":rF..tXAS 7>lJ:m>e4u7___ COtlJACT PERSON: .,JAr-IES 􀁾􀁉􀁃􀁈􀀸􀁊􀁾􀁟􀁌􀀠BRIDGES .. PflONE NO.: 214-289-5331 INSURANCE CO.: NOEL/GREAVES.......:.:I
Nc:.;C:::::.___ • ADDRESS: 3100 MONTICELLO, QUITE 300. 1.!L5 CllY ISTATE: DALLAS, TEXAS 75205 DONDING AGENT: MII.l.ERMAN & MILLEHMAN ADPnESS: P.O. BOX ..􀁾􀀱􀀮􀀾􀀡􀀵􀁾􀀲􀀹􀁾􀀹􀁾_______
CITY la:r,ArE: VAI,LAS, TEXAS 75251 CONTRACT NO.: __..__CONTnACT DATE: 4/17/90 pnOJECT NO.: 90433 , TOtAL ORIGINAL CONThACT AMounT: $ 􀀲􀀴􀀺􀀺􀀺􀀺􀀲􀀵􀁾􀀬􀀳􀁾􀀱􀁣􀀺􀀺􀀺􀀵􀀺􀀮􀁾􀀰􀁾􀁏____________
___.L__________TOTAL CflANOE ORDEns: __􀁾􀁬􀁾__ AMoUtn: $ TOTAL CONTnAcT AMOUNT TO DATE: $ 􀀮􀀮􀀻􀀻􀀮􀀴􀀢􀀢􀀲􀀢􀀢􀀵􀀧􀀭􀀢􀀳􀁾􀀱􀀢􀀧􀀵􀁃􀀡􀀮􀀮􀁏􀀢􀀧􀁏􀀢􀁟􀁟____________ NOTICE TO PROCEED
DATE: 􀀭􀀧􀀶􀀡􀁬􀁪􀀯􀁾􀀴􀀱􀁴􀀮􀀯􀀲􀀡􀀹􀀰􀁾___COMPLETlON TIME: -'.1""80"--__ C ALEtlDAR DAYS CONTRACT COMPLETION DATE:' NOVEMBER 30. 1990 PERCENT TIME ELAPSED! ______ % PEnCENT wonK'
COMPLETED: ____ % 
I'"OJECT: 1990 􀁍􀁉􀁓􀁃􀁅􀁬􀁌􀁁􀁎􀁅􀁴􀀮􀁾􀁤􀀠PAVEMENT IMPROVEMENTS S ..izET 2 OF 9__ !JElT LINE nOA)) -MARSII lANE TO DNT I'AVMENT NO. __ 􀁾􀀡􀁩􀀮􀁾_____ ------,-__􀁯􀁾􀁾􀁟􀁾􀀠----"r,y
QUIINTITY AMOUNT 'H:M OEsell'P'fION PLIIN lINIT TO UNIT TO NO. QUJ\NIITY DIITE I'fllel:: DAlE 􀀭􀀭􀀭􀁾􀀭􀀭􀀭-----, ._---_.__. 􀁾􀁾􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀁾􀁾􀀭...--. IIJ,I.I SAWCUT EXIST. PAVEMENT
4000 􀁉􀀮􀁉􀁾􀀠I 3,73'1.10 2.00 7,-160.36 􀀭􀀭􀀧􀀢􀁾􀀮􀀠--.-.􀀮􀀭􀁾􀀭􀀢􀀭􀀮􀀠---_...... .._.-. -_._-104.2 IlEMUVE ULI)--􀀭􀀭􀀭􀀭􀀭􀁾􀀭I'AVEMENT _1200._. 􀀭􀁾􀁹􀀭1,027.98 __1(1.00____
_1O,2TI1&()_ , !lEN§..EONJ') , 100 -'!;L Q.mL __:1!i..!l!! I) 00 lNC. PVMT., • 1100 SY 50.00AYS, 1,on.2L. 􀁾􀀠5J.MB..5CL....t'ONC. CURD -425 1.1' 2.00AyIL....:.____ 􀀭􀀭􀁾􀀭􀀭___􀁾􀀹􀀵.::l!L
􀀭􀀭􀀭􀁾􀀭􀁾􀀭􀀮􀀭1,191.56 lJIHl&OUTTER 280 1.f' 0.00 3.00 0.00 J:T<;"''''-THICK 􀀭􀁾􀀭􀀭􀀭􀀮􀀭􀀭􀁾􀁾􀀭􀀭􀀮􀀠20 SY 34.30 25.00 __􀀡􀁬􀀮􀀵􀀷􀁾􀀿􀁏􀀠􀁦􀀺􀀧􀁪􀁾􀁩􀁜􀁾􀁩􀁍􀁅􀁎􀁔􀀠.-------rw
III Iml'LACI ___􀀮􀁌􀁾􀀮__ _I.S _____().oo 5.0(J0.O!L.-...__ ,____Q ... QJL.....Ino ;wmn: wmn: 210 EA 147.00 4.00 588.00:v.r..__"'___'_ --------._--JTTON WIIITE 40 EA 7.00 161.00.CTlVI':
• 23.00, iTi'oNwiinfi ._----􀀭􀀭􀀭􀀭􀀭􀀮􀁾􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭'I,E I?gH.EQIl '-' 15 EA 15,.QCL 40.00 600.00--, DETECTORS I lS 9,000.00LOOPS LOa 9,000.00. 􀀭􀀭􀁾􀀭􀀭􀁾. -􀀭􀁾􀀠􀀮􀁾􀀠.,
, 􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭._􀀭􀁾􀀠----1---􀁾􀀠-----. 􀀭􀁾􀁾􀀭--o ___􀀮􀁾􀁟􀀠-----􀀭􀁾􀀮􀀭-_. 􀀭􀀭􀁾􀀭􀀭􀁾􀀭-􀀮􀀭􀀭􀁾􀀭􀀭􀀭􀁾􀀠􀁾􀀭􀀮􀀠----I -􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀬􀀠􀁾􀀭􀁾􀀭􀀭􀀭􀀭􀀭--􀀮􀁾􀀮􀀠---1-------1--
-􀀭􀀭􀁾􀀠, ..--.-._􀀮􀀭􀀭􀁾􀁾􀀭􀀭--1-----􀁾􀀠--------1-----􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀁾􀀭􀁾􀀭. 􀁉􀀭􀀭􀀧􀀭􀀭􀀭􀂷􀀭􀁾􀀠􀀮􀀭􀀭􀁾􀀠􀀭􀀭􀁾􀀭􀁾􀀭􀀮----L _________ 􀁾􀀠.􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀁾􀀭􀁾􀀠
1'1I0JECT: __1990 􀁟􀁾􀀡􀁟􀁾􀁟􀁾􀁅􀁉􀁊􀁾􀁎􀁬􀁾􀀼􀁊􀀮􀀠􀁟􀀮􀁐􀁁􀁖􀁾􀀡􀀬􀀺􀀬􀀮􀀡􀀧􀁾􀁾􀁾􀀠􀁉􀀮􀁍􀁉􀀧􀁉􀁾􀁏􀁹􀀢􀁟􀁾􀁾􀁎􀁌􀁾􀀬􀀭􀀺􀀬􀀠1=1:1"..__. L_ OF _9______ QlJOlllJM DIlIVE -FI10M UELT
LINE ROAD SOUTII f'AYMl';ra NO._, _ •• TEL.__ • .􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀀬􀀠,'I\Y I1[M OEse, NO, . 􀀭􀁾􀀬􀀢􀀭􀀭􀀮􀁾􀀠._----.--.. --_.._--------'. ---------􀀭􀁾􀀭􀀭􀀭􀀮􀀭􀀭----QUI\N1!! '( AMOUNr
UNIl 10 UN'!' 10 OA1E pflIeE OAI E UI"I 'UN 1'1.1\N OUI\NlIrv --􀁾􀀢􀁾􀀭􀀢􀀠􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀁾􀀭􀀭.. ---._--------_.10,1.1 SAWClJT EX'--.􀀭􀁾􀀭􀀭•tF 2,200.00 2.00 4,400.00STINU f'VMT.
2200 --------------..--. 104.2 REMOVE OL--._-----SY 􀁟􀀡􀀬􀀶􀁊􀀷􀀮􀀡􀀮􀁾􀀡􀀱􀁟􀀠6.00 􀀹􀀬􀀸􀀲􀀴􀀬􀀮􀁾􀀡􀁌􀀮􀀮􀀮􀀮􀀮----.-.o 􀁉􀀧􀁁􀁖􀁅􀁾􀁪􀁉􀀧􀀺􀁎􀁔􀀠2380 110.1 RDWV. E;XGV.-----_!:L
.___.2.00 20.lliL.... --_.Q",QQ􀁾􀀡􀁬􀀡􀁾􀁾􀀡􀀮􀀮􀀮􀁃􀁏􀁎􀁔􀀩􀀠. 􀁾􀁯􀁯􀀠260.1 !.1M!!: TRTMT.--_. "vI5Ui\TliWI:264.0 gff R,VnS'JU'!:"-_.__. , '. CO360.2 3600 PSL-l8--.-ij"·REiNf. CO360.3
􀀺􀀡􀀮􀁾􀁯􀁯􀀠PS.!l 28 􀀭􀁾􀀭SY I,B32.00 3.00 5,496.00-_._--.------I'ONS. 􀁾􀀱􀀮􀀢􀁝􀀮􀁌􀀠.___85.00 85.00 __ _ 􀀲􀁌􀁬􀁑􀁾􀀮􀀮􀀮􀀮􀀮􀀮􀁑􀀠_1'!.L 1,726.04 _...:..25 flO 43,151.00 ._BL
􀀭􀁾􀁾􀀡􀀡􀀭25. no -_9,377.75 fun Mil' • 2150 nm---------.-􀀻􀀾􀀮􀁾􀁴􀁴􀀬􀁲􀁬􀀻􀀻􀁅􀀧􀁰􀁖􀁍􀀢􀁲􀀠__32._ IJAY 2150 NCRE'f1': PVr.h. DAV 170 360.4 6" INTEGIML 674.1 4"fRAF. OUI NON-IlEI'I.EC'1
1.1' 􀁾􀀰􀀶􀀮􀁾􀀨􀀩􀀡􀁬_ __􀁾􀀮􀁯􀁵__ 2,012.00.-EA IBO.OO 4.00 720.00-􀀴􀀢􀀭􀁉􀁒􀁾􀀬􀀮􀁭􀁮674.2 S INOL \ REF!.'-'-􀁾􀀱􀀩􀁩􀀻􀀡􀁰􀁒􀁩􀁩􀁦􀁩􀁦􀀠si530.1 ' r liCK 311----IRAf'.-WeW'-700
HE-SAW EXIS' 521 􀁌􀁾􀁗􀀸􀁳􀁤􀁁􀁙􀀻􀁴􀁲􀁾----.􀀭􀀮􀀭􀀭􀁾􀀭EA 40.00 ...___1.0°_ .__,£BO,OO 􀁾􀀮􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀬􀀭􀀭􀀬􀀭.. Sy__. .__25,Q(L ----25.D£L.....,622.LQQ_ .JL 1.00 -----2,000
00 2,000.00------LS 1.00 1,000.00 1,000.00--_.. ----, ,-_._----------.,-􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀬􀁾􀀠-----..__.._--_. . -.-.-._--..------. ._. -. ---.-.-.􀀮􀀭􀀭􀁾􀀭􀀭􀀭􀁾􀁾􀁾􀀭􀀭􀀭, I .------------1------·
I._-_. ._._.. --. ---􀀭􀀭􀁾􀀢􀀮􀀠, -----/_._-_._.---------. _--_. -------.--.􀀭􀁾􀀭􀀭􀀭.. '--' -----------.-􀀮􀀭􀁾􀀭􀀭------'--'-------.------------._---.􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠._-----------------􀁾􀀭------
---------.􀀭􀁾􀀮􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀮􀀭􀀧􀀮􀀠
----------------------1'1I0JECT:_!99ILMISC:!':!o!,-"N!'1. 􀁟􀀡􀀬􀁁􀁖􀁅􀁲􀀭􀀮􀀴􀁦􀁩􀁬􀁬􀁌􀁊􀀡􀀧􀀻􀀺􀀡􀁴􀀡􀁾􀁏􀀧􀀡􀁾􀁲􀀭􀀮􀀴􀁊􀀻􀁊􀀧􀀬􀀡􀁔􀁓􀀠_. EH.___'L__ OF 􀁾___ QUORUM DRIVE/MILDRED
STREET L.EFT TUI1N LANE I'AYMENT NO. __. TEN ------_.._----_.------....--------'-_._---_._.._-_.. .._--_.._-_..---.----f _ "ilY QUliN IITY I\MDllrH HEM OESCH'PHON "'-I\N UNIT TO UN'
r 10 NO. QUliN rItY 01\ l [ PIIICE !Jill [.-.--_.".--_. 􀁟􀁾􀁾􀀠____ 1,1' <11"1.90 2.()U f B35.00 .._---_.,-" SY10·1.2 IIEMOVE m.D PAVEMENT 7S-_.• -__ _ _________ •__._____. _. ,. __
􀁷􀀮􀁾􀀠􀁾__􀁾􀁟􀁟􀁟􀁟􀁟􀁟􀀠__.• _eo 􀀮􀁟􀁾__ _ 110.1 HDWY. EXCV. (DEN. CONT) ,210"---􀀭􀀭􀁾􀀭􀀭􀀢􀀮􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀮􀀭􀀭􀀭􀀭􀀭--"􀀭􀁾􀁾􀀭􀀭CY 210.00 10.00 2,100.00---._---3,000.00._-----5.000.nll-_
--·-1----.---.,....--􀀭􀀭􀂷􀀭􀁾􀀭􀀭􀀭􀀭􀁉􀀭􀀭􀀭􀀭􀀭1---.-------.--.---------------.--I " 1---1--·------'---􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀁉􀀭􀀭􀂷􀀭􀀭􀂷􀂷􀂷􀀭􀂷􀀭--·1----------------.-.------.----------_._---------
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·_---_· -------.-'---._._._-_._-----------------·-11----1---􀁾􀀭􀀭􀀭􀀭----...------,L. ._______ __________. __ ___ .__.._. ________._.. __ ___-----..􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀬􀀠
1'1I0JECT: 1990 􀁴􀁶􀁦􀁉􀁾􀁾􀁅􀁾􀁬􀀯􀁜􀁎􀁅􀁏􀁦􀀠􀁐􀁁􀁖􀁅􀁍􀁾􀁬􀀺􀁮􀀺􀀢􀀮􀁉􀁍􀁉􀁾􀁈􀁑􀁙􀀮􀁅􀁍􀁅􀁎􀀺􀁲􀁓􀀭􀀧􀀡􀀠.:on ..􀁾􀁾__ OF 􀁟􀁊􀁊􀁾􀁟􀁾􀀠ARAP/\IIO ROAD/SPECTRUM DmVE . l'AYMloHT
􀁈􀁏􀀮􀁟􀁾􀁾􀁾􀁾􀁔􀁅􀁎􀁟􀀮􀁾􀀠􀀬􀀭􀀭􀀭􀀭􀁾􀀭􀀮􀀭􀀭􀀮􀀠-----_._../,I\Y 11 EM Vt:SCIlII' 1 101'1 PI.J\N NO. OUI\NTIl Y 􀁾􀀭􀀭􀀧􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀮􀀭-----_. --,----------104.1
S/\WCUT mWH. 1'/\VM'I'. 1840 􀀮􀀭􀀮􀁾􀀠􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀮􀀭􀁾􀀮􀀭􀀢􀀮􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭104.2 HEMOVE OLD P/\VEMENT 1890--UNIT _.-.. --1,1"-_..... SY -..OUI\NH 10
!JJ\le lY J\MOUrJr .lU I'l/\ 1 E UNIT "fIIGE 􀀭􀀮􀁾􀀭􀀭􀀮􀀭􀀮􀀠􀁾􀀭􀀭􀀭􀀭􀀭􀁾􀀠􀀡􀁾􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭, 1,711.----_.__􀁾􀀡􀀺􀁾􀁯___ 􀁾􀀬􀀴􀀳􀀡􀀡􀀮􀀡􀀮􀀿􀁾􀀮􀁟60 1,981. 95 6.00 􀁾􀀭􀀭􀀭􀀧􀀭􀁾􀀧􀀭􀀭􀀭
􀁾􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭--_._. _. -"' --" 􀀭􀀭􀀭􀀧􀀭􀁾􀀠􀀱􀁬􀀬􀀹􀀲􀀷􀁾􀁾􀀠110.1 􀀡􀁬􀁄􀁾􀀮􀁾􀁅􀀻􀁾􀁃􀁖•􀀮􀁊􀀮􀁾􀁾􀁎􀀠CaNT) , '285 CY 0.'-􀁾􀀭..,.00 __:..:10:..:..00"-"__1___.<'.:,00_,
260.1 tiME TRTMT. FOH Mil', • 1700 SY 1,517.1--iiYiJRi\Tmrl:Ifvin􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀁾􀀠.. ----. ._---264.0 6% I3Y WOT. 27 (BY 23 TUNS 23.2 􀀮􀀭􀁾􀀭􀀭!I" IiEJfJr;-coNclmTlrFvMT
􀀭􀀭􀁾􀀭􀁾􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀬􀀠360.2 3600 PSI 1700 SY 1,524.3--ijlrlumw. CUNCRETE'PVM'F 􀁾􀀮􀀠""_.--360.3 3600 PSI 180 SY 150.0 􀀭􀁾􀁾􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀮􀀭􀀭􀁾􀀭􀀢􀀢􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀠__
___4.00__2 6,308.48 4 ___..J!()!..oo 􀁾__ 􀁾􀀰􀀹􀀱􀀮􀀶􀀨􀀩__ ° 25.00 _,_ 38,102-.!5.Q...... .. o 25.00 3, 750....P.Q....... :160.4 6" INTEOIMJ, CONC. curm 835 1.1' 727.9o 2.00 1,455.80
4"1'IMF;-I3UTH.lN-Wiii'if!:􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀁾􀀭􀀭-674.1 NUN-REFI.ECnVE t 120 E/\ 153.0-4·r-TRjF:'fiii'i·li.iN· Wiii'i'E 􀁾􀁾􀀠􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭..-----. ---.74.2 SINO!, 􀁾􀀠􀁲􀁾􀀠WI.ECI\\!E
25 EA 32.0 􀁾􀀭􀀭!lff-'IIIJiF:' IlIJ'1'lUN ' 􀁗􀁉􀁬􀁬􀁈􀁾􀀭-.---p._ •. _" • ---••􀁾􀀮􀁾􀀠<_ •• --., • 76.2 􀁬􀁾􀁩􀁾􀀱􀁩􀁬􀁾􀂥􀁪􀀨􀁾􀁾􀁾􀁾􀁾􀁾􀀧􀁎􀁬􀁬􀁍􀀬􀁾􀁌􀁾􀀮􀀠10 EA 12.0--􀀭􀀭􀀭􀀭􀁾􀀭􀀮􀁾􀀠----.-
_._-, 591 LANDSC/\PE REl'Am(RfWLAC 1 ts 1.0-8""PERFoRATEDfiiiAiNwi'fr 􀁾􀁾􀀭􀀭--592 FILTER EABR1C______ 1 LS 1.0 􀀭􀀭􀁾􀀮􀁾􀀭􀀭􀁾􀀠----.--° __--'4,00 o 􀁾􀀿,P(!......􀁾􀁟􀀠_,..􀁟􀁾􀀿􀀲􀁾􀀬RQ
􀁾􀀬􀀬􀁾􀁟􀀮􀀠o __.1!Ml.Q____.--1!ill,Q.Q_.. __0__ __100.00 _-_J􀁾􀁟􀀭􀀭􀀢􀀬􀀱􀀮􀀺􀀺􀀺􀀰􀁾􀀰"=-:0:::;:0 14,000.00 􀀭􀁾􀀭􀀬􀀠􀀭􀁾􀀠􀀭􀀭􀁾􀀭􀀭_._􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭--􀀭􀀭􀁾􀀭􀀮􀀠􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀀭
􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀮􀀭􀁾􀁾􀀭􀀭􀀮􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀁾􀀭􀁾􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀁾􀀠--􀀭􀁾􀁾􀀭􀀭􀀭􀀮􀀭􀁾􀀮􀀠􀁾􀀭􀀭􀀭􀀬􀀠..􀀭􀁾􀀭􀀭􀁾􀀠􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠---....􀀭􀀭􀁾􀀭--'f -----------, 􀀮􀁾􀀭􀀭..
􀀭􀁾􀀭-._-----􀀭􀀭􀁾􀀭􀀭􀀬􀀭􀀮􀁾􀀠􀁾􀀭􀀭--􀀭􀁾􀀠, ----􀀭􀀭􀁾􀀭􀀮􀁾􀀮􀀭􀀭􀀮􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭-..􀀭􀀭􀀭􀁾􀀮􀀭􀁾􀀭􀀬􀁾􀀭􀀬􀀠.􀀭􀀮􀀭􀀭􀀭􀀭􀀬􀁾􀀭􀀭.. ---------􀀭􀀭􀁾􀀭􀁾􀀠􀀭􀁾􀀭􀀮􀀭􀀭􀀮􀀭􀀭--.
􀁾􀀭􀀮􀀭􀀭􀀮􀀠__A __􀀧􀁟􀁾􀁟􀀠􀀭􀀭􀀭􀁾􀀠􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀬􀀭-------,--------..􀀬􀀭􀀭􀁾􀀠------1--------.-----_... ---. . __._--􀀬􀀭􀀭􀁾􀀭􀀭􀀭􀁉􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭--􀀭􀁾􀀭􀀭􀀭􀁾􀁾􀀠-,,-----􀀭􀀭􀀮􀀭􀀭􀁾􀀭
􀀮􀀭􀀭􀀭􀀭􀀭----􀀭􀀭􀁾􀀭􀀭􀀭􀀭
----------l'II0JI!CT: 1990 MISCELLANEt "'! PAVEMENT IMPROVEMENTS --------_.,-----'.-􀀭􀀭􀀮􀁾􀀮􀀭􀀭􀀧􀀭􀀭􀀮􀀭􀁾􀀭􀀭􀀭...., ,-... " .... 􀀢􀀢􀀧􀀮􀀭􀁾􀀠..--.....-....􀁾􀀭􀀬􀀮􀀭􀀮􀀠. EH.____􀁾􀀮􀁟..__
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---PROJECT: 1990 M1SCELLANEI.. PAVEMENT IMPROVEMENTS. 􀀺􀁆􀀮􀁲􀀮􀁟􀀮􀀮􀀮􀀮􀀮􀀺􀀺􀁣􀀺􀀮􀀸􀁾􀀠􀁏􀁆􀁟􀀹􀁾__ PAYMEtH "0. __. ,to TEN 􀀮􀁾􀀭􀁾􀀭􀁾􀀠􀀭􀁾􀀠..--.--------􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀠PI\Y
OUANIIlY IIMOUNI nEM DESCRIPTION PLAN UNJr TO UNIT TO NO. OUANIHY DATE PRICE DATE 􀀭􀁾􀀠. r-IElD EXTnAS-􀀭􀀭􀀮􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭-_.. .. .-PRECAST COLLARS ..JelL.--.' . 1.00 J ,000.00
1.000.00 • 􀁾􀀠􀀭􀁾􀀮􀀭􀁾􀀠--_. -. _._-.--. .􀀭􀀮􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀁾􀀭􀀭.__. 􀁾􀀭􀀭􀀭􀀭􀁾􀀠. _. -----, 􀁾􀀭􀁾􀀭􀀭􀀭-. . .._-. "-􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀁾􀀭􀀭􀁾􀀭􀀮􀀭􀁾􀀭􀁾􀁾􀀠.-.. .---􀀭􀀭􀁾􀀭􀀭􀀮􀀭􀀭--.
-_.. 􀀮􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀀭. ---􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭.. .--.----.. _ .. -.--MATERIALS ON flAND -"r -.-. .• . --􀀮􀁾􀁾􀀭, .. --· --.. · ., -.'-.•. 􀀭􀁾􀀮􀀠􀀭􀀭􀁾􀀭􀀭: · 􀀭􀀭􀀭􀁾􀀭􀁾􀀠-.--..•
--.--L........ L--..... GROSS 􀁁􀁍􀁏􀁕􀁾􀁔􀀠DUE 1,000.00 -. 􀀭􀀭􀀭􀁾􀀮􀁾􀀭􀁾􀀠
, rhOJECT: 1990 MISCELI..ANE.t. d PAVEMENT IMl'lmVEMENTS h.tEET __ 9 ...__ QF_9___ PAYMENT NO. TEN Af;COlnl)Buylng Documentation: (:JIOSS hHOIINT vue..•.•.••• 1.r-5S 5 % !tlnh IMIIGE.
, •.• hIlOUN:rmiF: TO f)J\lF:, •. ,.,. 1."!lS I'RlilllOUS 1'10 VUE"''''S. , • -------------------------------,, MIUUlH OUI; nils hrrt.ICIlTlON REVIEWED BY: __________ OATE: _____________
CHECKED bY: ___􀁾__ ._ 􀁄􀁁􀁔􀁅􀀺􀁟􀁾_________ CONtnACTon's CEnTlFfCAlION: Tlte underdgned CON'fltll(:'fOR eertlfIeg that (lj nl1 .prevlong progre9s I'ny,"ellts received ft"u, OWtlER
011 accoullt of Work dOlle under the COlltrnct referred to above Itnve been "rrlled to dhc""rge in fllll nlt obllgaUonll of COtllltAClOR incurred ill connet!tiol1 vIth 􀁉􀁾􀁯􀁲􀁫􀀠coveret'
by I,rlor hpplicotions for Payment nllmbered I tl,roll8h 9 induslve; ond U) title te, all materials alld t!quipment incorporated in IInld Work or otherwise Hoted in or covered by this
IIpplication for Payment wUl pdllS to OHllI.m ot time of pl!ymellt free nnd clen of nIl 11en8, c1a11119, security interests Ilnd ellcumbr,pnce, el(cept ellch as covered by 80nd acceptable
to OWNER). bated -...JQC)t' u',L . , 1!19/SubscrIbed and sworn before me this ,Ja. day of W&'" 199.,. Notary publlcvL.;"'7H W?Cl,";' Commission 􀁅􀁾􀁴􀀮􀀮'PI ENGINEER'S RECOMENOAlfON:
,TI.ts 1II'I,Heatl"" (with IIccollll'ally!nll docunlel1tntJunj m<ict!l the r""uh"mcllts or the Contract IloCUIIII!"ts IIl1d pllyment of the nhovl! IIII{)UNt' IJIIE tillS 􀁨􀁉􀁾􀁦􀁬􀀬􀁉􀁃􀁁􀀢􀀧􀁬􀁏􀁎�
�i .. r"col"'I!l1dcd. bated ;AdN 􀁾􀀠.•9 􀁾􀀠__.G.uitt_:-1-u;R.ln&-.V" ENGiNEER􀁾􀀬􀀼􀀭􀀮􀁦􀀮􀀮􀀡􀀮􀀺􀀡􀀮􀀽􀀺􀀡􀀮􀀮􀀮􀀮_____ By 􀀭􀀭􀀭􀀴􀁾􀁾􀁾􀁏􀀡􀁦􀁁􀁩􀁩􀁏􀂣􀁾􀀮􀀮􀁌􀁾􀁾􀁾􀀽􀁾􀀽􀀧􀁁'--___ Tit1e _______ ...􀀱􀀮􀀮􀀮􀀭􀀮􀁾􀁡􀀮􀁾􀀢􀀧􀁪􀀨􀁊􀀮􀀡􀀨􀁭􀁪􀁩􀁊􀀮􀁪􀁲􀁺􀁾􀁾􀀧􀀭􀀭􀀭􀀭􀀭􀀬􀁅
􀁃􀁌􀁬􀁾􀀺􀁡􀁯􀀮􀁨􀀡􀀺􀁲􀀡􀁚􀀠OWNER'S APPROVAL: ___􀁾_________ by ______________fuy request received ____.___________• 19___.tl.proved ror plIYlllellt all ___ dllY of IO:v ______􀀧􀀮􀁟􀀮􀁟􀀮􀁟􀀭􀀭􀀭�
�􀁾______ 􀁉􀁉􀁉􀁾􀁘􀁬􀁭􀀠TinE ING &CONSTRUCTI -􀀭􀁾􀁬􀁬􀀮􀀮􀁪􀁛􀁊􀀧􀀻􀀻􀁡􀁾􀁣􀁯􀁴􀁬􀀧􀁲􀁬􀁴􀁁􀁣􀁴􀁯􀁬􀁴􀀠INC