91-07 SITE LOCATION ADJACENT TO F'LJI1P S"f,c,TI Di\I IMMEDIATELY TO THE SOUTH 1.5130 SUf<VEYDR BLVD. ADDISON TX 75:;;;:44 .... ESPEY, HUSTON & ASSOCIATES, INC. Engineering & Environmental
Consultants 
ESPEY, HUSTON & ASSOCIATES, INC. Engineering & Environmental Consultants Document No. EH&A Job No. 13169 PRomer MANUAL FOR PARKING IMPROVEMENTS SURVEYOR RECYCLING CENTER FOR TOWN OF
ADDISON, TEXAS Prepared for: Town of Addison P.O. Box 144 Addison, Texas 75001 Prepared by: Espey, Huston & Associated, Inc. 17811 Waterview Parkway Dallas, Texas 75252 February 1991
17811 Waterview Parkway, Suite 400 • Dallas, Texas 75252 • 669-9600 • FAX (214) 480.0065 
TABLE OF CONTENTS Section AB Advertisement for Bids Section IB Instructions to Bidders Section PF Proposal Form Section CA Contract Agreement Section PrB Performance Bond Section Pyb
Payment Bond Section MB Maintenance Bond Section BP Contractor's Affidavit of Bills Paid Section GP General Provisions Standard Specifications for Public works Construction, North Central
Texas (separate document not furnished) Section SP Special Provisions Section T Technical Specifications Section FG Fences and Gates Section ES Excavation Safety System Section CTB Cement
Treated Base 
SECTION AB ADVERTISEMENT FOR Bms AS-I 
SECTION AB ADVERTISEMENT FOR BIDS 1. Sealed bids addressed to the Town of Addison of Addison, Texas for PARKING IMPROVEMENTS FOR SURVEYOR RECYCLING CENTER, for the Town of Addison, Texas,
hereinafter called 'City' in accordance with plans, speCifications and contract documents prepared by Espey, Huston & Associates, Inc., will be received at the Main Conference Room of
the Town of Addison Finance Building, 5350 Beltline Road, Addison, Texas until 10;00 a.m. on the 28th day of March, 1991. Bids received by the appointed time will be opened and read
aloud. Any bids received after closing time will be returned unopened. 2. The Contractor shall identify his bid on the outside of the envelope by writing the words TOWN OF ADDISON PARKING
IMPROVEMENTS FOR SURVEYOR RECYCLING CENTER. 3. Bids shall be accompanied by a cashier's check or certified check upon a national or state bank in an amount not less than five percent
(5%) of the total maximum bid price payable without recourse to the Town of Addison, or a bid bond in the same amount from a reliable surety company as a guarantee that the bidder will
enter into a contract and execute Performance Bond within ten (10) days after notice of award of contract to him. 4. Plans, specifications and bidding documents may be secured from the
Town of Addison Purchasing Department, Finance Building, 5350 Beltline Road, Addison, Texas 75240. 5. Tbe rigbt is reserved by tbe Mayor and tbe City Council as tbe interest of tbe City
may require to reject any and all bids and to waive any informality in bids received. 6. The Bidder (Proposer) must supply all the information required by tbe Proposal Form. 7. A Performance
Bond, Labor and Material Payment Bond and Maintenance Bond will be required by the Owner; each Bond shall be in tbe amount of 100% of the total contract amount. TOWN OF ADDISON, TEXAS
AB-2 
SECTION m INSTRUCTIONS TO BIDDERS m-l 
SECTION IB INSTRUCTIONS TO BIDDERS A. PROJECT: Parkinc Improvements for Surveyor Recycling Center in the Town of Addison. B. PROJECT This project consists of providing paving, drainage
and fenCing DESCRIPTION: improvements for the Surveyor Recycling Center, as shown on the plans and in accordance with the specifications. C. PROPOSALS: Proposals must be in accordance
with these instructions in order to receive consideration. D. DOCUMENTS: Documents include tbe Bidding Requirements, General Provisions, Special Provisions, Technical Specifications,
Drawings plus Addenda whicb may be issued by the Consultant during tbe bidding period. Bidding Documents may be viewed and/or obtained under the terms and conditions set forth in tbe
Advertisement for Bids, Section AB of tbis project Manual. E. EXAMINATION OF DOCUMENTS AND SITE: Bidders shall carefully examine the Bidding Documents and the construction site to obtain
first· band knowledge of the scope and the conditiOns of the Work. Each Contractor, Subcontractor and Sub· subcontractor, by submitting a proposal to perform any portion of tbe Work,
represents and warrants tbat be has examined the Drawings, Specifications (Project Manual) and the site of the Work, and from his own investigation has. satisfied bimself as to the scope,
acceSSibility, nature and location of the Work; the cbaracter of the equipment and other facilities needed for tbe performance of tbe Work; tbe cbaracter and extent of other work to
be performed; the local conditions; labor availability, practices and jurisdictions and otber circumstances that may affect tbe performance of the Work. No additional compensation will
be allowed by tbe Owner for the failure of such Contractor, Subcontractor or Sub·subcontractor to inform himself as to conditions affecting the Work. F. INTERPRETATION OF DOCUMENTS:
If any person contemplating submitting a bid for the proposed Contract is in doubt as to the meaning of any part of the Drawings, Specifications (Project Manual) or other proposed Contract
Documents, he may submit to the Consultant, not later than seven (7) calendar days prior to the date set for opening bids, a written request for an interpretation or clarification. Bidders
should act promptly and allow sufflcien t time for a reply to reach them before preparing their bids. Any interpretation or clarification will be in tbe form of an Addendum duly issued.
No alleged verbal interpretation or ruling will be held binding upon the Owner. IB-2 
G. SUBSTITUTIONS: Conditi'ons governing the suhmission of substitutiOIl1l for specific materials, products, equipment and processes are in the Special Provisions. Requests for substitutions
must be received by the Consultant seven (7) calendar days prior to the established bid date. H. ADDENDAI Interpretations, clarificatiollll, additions, deletions and modifications to
the Documents during the bidding period will be issued in the form of Addenda and a copy of such Addeoda will be mailed or delivered to each person who has been issued a set of the Bidding
Documents. Addenda will be a part of the Bidding Documents and the Contract Documents, and receipt of them shall be acknowledged in the Bid Form. All such interpretations and supplemental
instructions wUl be in the form of written addenda to the contract documents which, if issued, will be sent by telegram, certified 01' registered mail, or hand delivered to all prospective
bidders (at the respective addresses furnished for such purposes) not later than three (3) calendar days prior to the date fixed for the opening of bids. If any bidder fails to acknowledge
the receipt of such addenda in the space provided in the bid form, his bid will nevertheless be construed as though the receipt of such addenda had been acknowledged. I. COMPLETION TIME:
A reasonable completion time has been established by the Owner and is indicated in the Proposal Form. J. PREPARATION OF BIDS: Prices quoted shall include all items of cost, expense,
tues, fees and charges incurred, or arising out of, the performance of the work to be performed under the Contract. Bids shall be submitted in duplicate and shall be signed in ink. Any
bid on other than the required form will be considered informal and may be rejected. Erasures or other changes in a bid must be explained 01' noted over the Initials of the bidder. Bids
containing any conditions, omissions, unexplalned erasures and alterations, 01' irregularities of any kind may be rejected as informal. The prices should be expressed in words and figures
or they may be deemed informal and may be rejected. In case of discrepancy between the prices written in 􀁴􀁾􀁥􀀠bid and those given in the figures, the pIIice in writing will, be considered
as the bid. Failure to submit all requested information will make a bid Irregular and subject to rejection. Bids shall be signed with name typed or printed below signature, and, if a
partnership, give gull name of all partners. Where bidder Is a corporation, blda mUlit be signed with the lep.1 name of the corporation followed by the name of the state of incorporation
and the legal sipature of an officer authorized to bind the corporation to a contract. K. SUBMITTAL OF BIDS: Sealed proposals will be received at the time, date and place stated in the
Advertisement for Bida. Proposals shall be made on unaltered Proposal Forms furnished by the Consultant. Submit proposal in an opaque, sealed envelope addressed to the Owner and plalniy
mark on the outside of the envelope the project name, and the name and addr... of the bidder. The Bid Bond must be completed and siped by each bidder and IB-3 
submitted with the bid. Submit Bids by mail or in person prior to the time for receiving bids set forth in the Advertisement for Bids issued by the City. L. MODIFICATION AND wrrHDRAW
AL OF BIDS: Prior to the time set for bid opening, bids may be withdrawn or modified. Bids may be modified only on the official bid form and must be signed by a person legally empowered
to bind the bidder. No bidder shall modify, withdraw or cancel his bid or any part thereof for thirty (30) calendar days after the time agreed upon for the receipt of bids. M. DISQUALIFICATION:
The Owner reserves the right to dist{ualify proposals, hefore or after the opening, upon evidence of collusion with intent to defraud or other illegal practices relating to this proposal
upon the part of the bidder. N. SUBMISSION OF POST-BID INFORMATION: Upon notification of acceptance, the selected bidder shall, within fl.ve (5) calendar days, submit the following:
1. A designation of the portions of the Work proposed to be performed by the bidder with his own force. Z. A list of names of the subcontractors or other persons or organizations, including
those who are to furnish materials and equipment fabricated to a special design proposed for such portions of the Work as may be designated in the Bidding Documents or as may be requested
by the Consultant. The bidder will be required to establish to the satisfaction of the Owner and the Consultant the reliability and responsibility of the proposed Subcontractors and
suppliers to furnish and perform the Work. O. AWARD: The Owner reserves the right to accept any or to reject any bids without compensation to hidders and to waive irregularities and.
informalities. The Consultant, in making his recommendation, will consider the following elements: 1. Whethv the bidder is a contractor with ezperience in the type of work involved.
Z. Whether the bidder has adequate plant, equipment and penonnel to perform the work properly and ezpeditioualy. 3. Whether the bidder has a suitable financial status and reputation
for meeting obligations incident to work of the kind. specified. m-4 
P. EXECUTION OF THE CONTRACT: The successful bidder will be required to enter into a contract with the Owner within fifteen (15) calendar days of notice by the Owner that his bid has
been accepted. Failure to enter into contract within the established time limit without proper justification shall be considered grounds for forfeiture of the bid bond. Q. CONSTRUCTION
SCHEDULE: It is the Owner's desire to have the project completed and operational in as short a time as possible. The number of calendar days for completion of the project will begin
with the date specified in the Notice to Proceed. The Notice to Proceed will be issued in a manner to facilitate a smooth construction of the project. In no instance shall the number
of calendar days for completion of the work measured from the proposed date of beginning exceed 45 calendar days. R. LIQUIDATED DAMAGES: The time of completion Is the essence of this
contract. For each calendar day that any work shall remain uncompleted after the specified in the proposal proposal and the contract, or the increased time granted by the Owner, or as
equitably increased by additional work or materials ordered after the contract is signed, the sum per day given in the following schedule shall be deducted from the monies due the Contractor:
S100 per Calendar Day The sum of money thus deducted for such delay, failure or non-completion is not to be considered as a penalty, but shall be deemed, taken and treated as reasonable
liquidated damages, per calendar day that the Contractor shall be in default after the time stipulated in the contract for completing the work. The said amounts are fixed and agreed
upon by and between Owner and Contractor because of the impracticability and extreme difficulty of fixing and aseertaining the actual damages the Owner in such event would sustain; and
said amounts are agreed to be the amounts of damages which the Owner would sustain and which shall be retained from the monies due, or that may become due, the Contractor under this
contract; and if said monies be insufficient to cover the amount owing, then the Contractor or his surety shall immediately pay any additional amounts due. If the Contractor finds it
impOSSible, for reasons beyond his control, to complete the work within the contract time as specified, the Contractor may make a written request for an extension of time In accordance
with the General Provisions. IB-! 
S. FORM OF CONTRACf: The contract for tbe construction of tbe project will be drawn up by tbe Owner. A sample form of agreement is included In tbe Contract Agreement Section. T. BONDS:
A Performance Bond, a Labor and Material Payment Bond and a Maintenance Bond will be required by tbe Owner. Sample forms bave been included in tbe Performance Bond, and Maintenance Bond
sections. U. BID SECURITY: Bids shall be accompanied by a casbier's cbeck or certified check upon a national or state bank in an amount not less tban five percent (5%) of the total maximum
bid price 􀁰􀁡􀁹􀁾􀁢􀁬􀁥􀀠without recourse to tbe Town of Addison, or a bid bond in the same amount from a reliable surety company as a guarantee that the bidder will enter into a contract
and execute Performance Bond witbin ten (10) calendar days after notice of award of contract to blm. Such cbecks or bid bonds will be returned to all except tbe three lowest bidders
witbin tbree (3) days after the opening of bids, and the remaining checks or bid bonds will will be returned promptly after the Owner has made an award of contract, or, if no award bas
been made within thirty (30) calendar days after the date of tbe opening of bids, upon demanll of the bidder at any time thereafter, so long as he bas not been notified of tbe acceptance
of his bid. V. RESOLUTIONS: If the bidder is a corporation, a copy of tbe resolution empowering tbe person submitting the bid to bind tbe bidder must be included with tbe bid. W. CONSTRUCfION
STAKING: The Owner will provide the Contractor with primary horizontal and vertical control to consist of one construction baseline and two benchmarks. Restakinll shall be paid for by
the 􀁣􀁯􀁮􀁴􀁲􀁡􀁣􀁾􀁯􀁲􀀮􀀠END OF SECfION IB 18·6 
SECTION PF PROPOSAL FORM PF-l 
BID FORM _____--', 19_ TO: The Honorable Mayor and City Council Town of Addison, Texas Gentlemen: The undersigned bidder, having examined the plans, specifications and contract documents,
and the location of the proposed work, and being fully advised as to the extent and character of the work, proposes to funUsh all equipment and to perform labor and work necessary for
completion of the work described by and in accordance with the Plans, Specificatiollll and Contract for the following prices, to wit: Signed by: ACKNOWLEDGEMENT OF ADDENDA: The Bidder
acknowledges receipt of the following addenda: Addendum No.1 _______ Addendum No. Z ______ Addendum No.3 _______ PF-Z 
BID SCHEDULE A PARKING LOT FOR SURVEYOR RECYCLING CENTER ADDISON, TEXAS Item No. Est. Ouan. Units Description Unit Price Total Price 101 1 L.S. Mobilization, bonds and insurance dollars
$ $ cents 102 1,600 C.Y. U ncIassified excavation, $ including hauling and disposal of surplus material dollars cents 103 1,630 S.Y. 6", 3000 PSI reinforced $ concrete pavement, including
replacement of existing pavement, complete in place dollars cents 104 580 L.F. 6" concrete integral curb, S $ complete in place dollars cents 105 1,680 S.Y. 6" lime stabilized subgrade.
$ $ including preparation, lime incorporation and compaction dollars cents 106 26 TON Type "A" hydrated lime for $ $ subgrade stablization (@30 pounds per S.Y.). complete in place dollars
cents PF·3 
Item No. Est. Ouan. Units Description Unit Price Total Price 107 160 L.F. Full depth sawed breakout groove dollars $ $ cents 108 113 L.F. 18" Class m reinforced $ $ concrete pipe, complete
in place dollars cents 109 1 EA. 5' standard curb inlet, $ $ complete in place dollars cents 110 1 EA. Pipe·to·pipe connection, $ $ including concrete collar, complete in place dollars
cents 111 30 S.Y. Remove existing concrete $ $ pavement, including hauling and disposal dollars cents 112 500 L.F. 6' high chain link fence, $ including 30'cantilever gate, 26' cantilever
gate and all necessary appurtenances, complete in place dollars cents 113 1 LS. Transplant existing 8" live $ $ Oak tree. including fertilizer, proper backfill material and watering,
complete in place dollars cents PF-4 
Item No. Est. Quan. Units Description Unit Price Total Price 114 348 L.F. Install 4" wide white thermoplastic lane marking, complete in place dollars cents $ $,-115 128 L.F. Install
4" diameter schedule 40 PVC pipe, including eight caps, complete in place dollars cents $ $,--TOTAL PROJECT BID· SCHEDULE A $_-____________________________________ dollars ___________________________
___________ cents The total contract time for this project is 45 calendar days. PF·S 
BID SCHEDULE B PARKING LOT FOR SURVEYOR RECYCLING CENTER ADDISON, TEXAS Item No. Est. Quan. Units Description Unit Price Total Price 105 1,680 S.Y. 5·inch thick: cement treated base
(CTB), complete in place dollars $ cents (Line 1) $,-106 Reserved The sum of Items 100 through 104 and 107 through 115 inclusive from Bid Schedule A dollars---------------------------cents
􀀨􀁌􀁩􀁮􀁥􀁾􀀠TOTAL PROJECT BID· SCHEDULE B The sum of Items 100 through 104 and 107 through 115 Bid Schedule A $'--__ and Items 105 and 106 from Bid Schedule B. dollars ----------------------------c
enls (Lines 1 & 2) PF-6 
If BIDDER is: An Individual By _________-,:--::-:--:--:C"""":"::---:-___􀁾􀀨􀁓􀁅􀁁􀁌􀀩􀀠(Individual's Name) doing business as Business address: Phone No. A Partnership By __________
􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀁾􀀨􀁓􀁅􀁁􀁌􀀩􀀠(Firm Name) (General Partner) Business address: Phone No. PF-7 
A Corporation 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭(Corporation Name) (State of Incorporation) 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭(Name
of Person Authorized to Sign) (Title) (Corporate Seal) Attest (Secretary) Business address: Phone No. A Joint Venture 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭(Name)
(Address) By _______________________________________ (Name) (Address) (Each joint venturer must sign. The manner of signing for each individual, partnership and corporation that is a
party to the joint venture should be in the manner indicated above.) PF-8 
SECTION CA CONTRACT AGREEMENT CA-l 
SECIlONCA AGRRfMENT STATE OF TEXAS COUNTY OF DALLAS THIS AGREEMENT is made and entered into this day of .19-, by and between the Town of Addison, of the County of Dallas and State of
Texas, acting through its Mayor, thereunto duly authorized so to do, Party of the rust Part, hereinafter termed the OWNER, and of the City of =-.,---;-_;--;;---" County of , State of
, Party of the Second Part, hereinafter termed CONTRACTOR. WITNESSE1H: That for and in consideration of the payment and agreement hereinafter mentioned, to be made and performed by the
OWNER, the said CONTRACTOR hereby agrees with the said OWNER to commence and complete construction of certain improvements as follows: Parking Improvements for Surveyor Recycling Center
and all extra work in connection therewith, under the terms as stated in the General and Specific Provisions of the AGREEMENT; and at his own proper cost and expense to furnish all the
materials, supplies, machinery, equipment, tools, superintendence, labor, inslll1lllCe and other accessories and services necessary to complete the said construction, in accordance with
the conditions and prices stated in the Proposal attached hereto and in accordance with the Advertisement for Bids, Instructions to Bidders, General Provisions, Special Provisions, Plans,
and other drawings and printed or written explanatory matter thereof, and the Technical Specifications and Addenda thereto, as prepared by the OWNER, cach of wbich has been identified
by the endorsement of the CONTRACTOR and the OWNER thereon, together with the CONTRACTOR's written Proposal and the General Provisions, all of which are D!Iidf; a part hereof and collectively
evidence and constitute the entire AGREEMENT. The CONTRACTOR hereby agrees to commence work within ten (10) working days after the date of written notice to do so shall have been given
to him, and to substantially complete the work within 45 calendar days after he commences work, subject to such extensions of time as are provided by the General Provisions. The OWNER
agrees to pay the CONTRACTOR in current funds for the performance of the Contract in accordance with the conditions and prices stated in the Proposal submitted thereof, subject to additions
and deductions, as provided in the General Provisions, and to make payments of account thereof as provided therein. The 􀁱􀁵􀁡􀁮􀁴􀁩􀁾􀀠and totals on unit price items, and the Total
Contract Amount stated in the Proposal are approximate only, being inserted for the pwpose of establishing the face amount of bonds to be provided by the Contractor. Payment of work
covered by the unit price items will be made only on the basis of actual quantities of work complete in place as authorized and as measured as provided in the Contract Documents. CA·2

IN WITNESS WHEREOF, the parties of these presents have executed this AGREEMENT in the year and day first above written. TOWN OF ADDISON ATTEST: (OWNER) By: _____________________ City
secretary Party of the Second Part (CONTRACfOR) ATTEST: Br. ______________________ The following to be executed if the CONTRACfOR is a corporation: I, ____________--', certify that I
am the secretary of the corporation named as CONTRACTOR herein; that ____________--', who signed this Contract on behalf of the CONTRACfOR is the of said corporation; that said (official
title) Contract was duly signed for and in beha1f of said corporation by authority of its governing body, and is within the scope of its corporate p!lWen. Signed: Corporate Seal CA-3

SECTION PrB PERFORMANCE BOND PrB-l 
SECTION PrB PERFORMANCE BOND STATE OF TEXAS Date Bond Executed: _______COUNTY OF DALLAS PRINCIPAL: SURETY: PENAL SUM OF BOND (express in words and figures): DATE OF CONTRACT: KNOW ALL
MEN BY THESE PRESENTS, that we, the PRINCIPAL and SURETY above named, ue held firmly bound unto the Town of Addison, Texas, hereinafter called the OWNER, in the penal 81.UD of the amount
stated above, for the payment of which sum well and truly to be made, we bind ourselves, Oul' heirs, executors, administrators and successors, jointly and severally, firmly by these
presents. THE CONDmONS OF THIS OBUGATION ARE SUCH that, whereas the PRINCIPAL entered into a certain Contract with the OWNER, numbered and dated as shown above and attached hereto; NOW
THEREFORE, if the PRINCIPAL shall well and truly perform IIDd fulfIll all the undertakiDga, covenaats, terms, conditions and aFeements of said Contract durini the orlpa!. term of said
CODtr.act IIDd lIDy extension thereof that may be FlIDted by the OWNER, with or without notice to the SURETY, IIDd dlll'l:Dg the life of lIDy paranty required under the Contract, and
shall also well and truly perform and fulfll all the undertaldnp, covenants, terms, conditions and all'eements of any and all duly authorized modifications of said CODtr.act that may
hereafter. be made, notice of which modifications of said SURETY belni hereby waived, then thIa obligation to be void, otherwise in full force and virtue. 
IN WrI'NESS WHEREOF, the abOve-bounden parties have el\:ecuted this instrument under their several seals on the date indicated above, the name and corporate seal of each corporate party
being hereto affi_d and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. SEAL WlTNESS _______________ CONTRACTOR By: Address:
ATTEST: SEAL SURETY By: Address: Title: (SU1'ety to Attach Power of Attorney) CERTIFICATE AS TO CORPORATE PRINCIPAL I, , certify that I am the secretary of the corporation named as PRINCIPAL
in the within bond that , who signed the said bond on behalf of the PRINCIPAL, i. the of said corporation; that I mow his signature, and his 􀁳􀁩􀁧􀁮􀁡􀁴􀁵􀁲􀀬􀀮􀀬􀀮􀀭􀁥􀁾􀁴􀁨􀁾􀁥􀁲􀁥􀀭􀀭􀀢􀀺􀀢􀁴􀁯􀀭
􀀭􀀮􀁩􀁳􀀭􀁧􀀭􀁥􀁮􀀭􀁉􀁩􀁩􀁬􀁩 .....􀁾􀁥􀀻􀀠and that Hid bond 'NU duly signed, sealed and attested for and in behalf of said 􀁣􀁯􀁾􀁯􀁲􀁡􀁴􀁩􀁯􀁮􀀠by authority of ita governing body.
. (Corporate Seal) .;' ..PrB-3 
SECTION PyB PAYMENT BOND PyB-l 
SECTION PyB PAYMENT BOND STATE OF TEXAS Date Bond Executed: _______COUNTY OF DALLAS PRINCIPAL: SURETY: PENAL SUM OF BOND (express in words and figures): DATE OF CONTRACT: KNOW ALL MEN
BY THESE PRESENTS, that we, the PRINCIPAL and SURETY above named, are held firmly bound unto the Town of Addison, Texaa, hereinafter called the OWNER, in the penal sum of the amount
stated above, for the payment of which sum well and truly to be made, we bind ourselves, our heino, executO!'s, administratono and succesaono, jointly and severally, firmly 􀁾􀁹􀀠these
presents. THE CONDmONS OF TlDS OBLIGATION ARE SUCH that, whereaa the PRINCIPAL entered into a certain Contract with the OWNER, numbered and dated u shown above and attached hereto; NOW
THEREFORE, If the PRINCIPAL shall promptly make payment to all penoons supplying labO!' and materials in the prosecu.tion of the work provided for in said Contract, and any and all duly
authorized modifications of said Contract that may hereafter be made, notice of which modlfications to the SURETY being hereby waived, then thia obligation to be void, otherwise to remain
in fu.ll fO!'ce and virtue. PyB-Z 
IN WITNESS WHEREOF, the abOve-boWlden parties have executed this instrument WIder their several seals on the date indicated above, the name and corporate seal of each corporate party
being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. SEAL CONTRACTOR By: WITNESS _______________ Address!
SEAL ATTEST! SURETY By: Address! Title: (Surety to Attach Power of Attorney) CERTIFICATE AS TO CORPORATE PRINCIPAL I, , certify that I am thlll secretary of the corporation named as
PRINCIPAL in the within bond that who signed the said bond on behalf of the PRINCIPAL=-,􀀺􀁲􀀺􀁩􀁳􀁾􀁴􀀺􀀻􀀺􀁨􀀺􀀧􀀺􀁥􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀠of said corporation; that I kuow hi, lignature,
and his eignature thereto is genuine; and that said bond wu duly 'igned, ,ealed and atteeted for and in behalf of said corporation by authority of its governing body. (Corporate Seal)
PyB-3 
SECTION MB MAINTENANCE BOND MB-l 
SECTION MIS MAINTENANCE BONO STATE OF TEXAS COUNTY OF DALLAS That _________________________ as principal and _______________________-1. a corporation organized under the laws of _____________________
___ and ________________________ as sureties, said sureties being authorized to do buainesa in the State of Texas, do hereby expresaly acknowledge themselves to be held and bound to
pay unto the Town of Addison, a municipal corporation, chartered by virtue of a Special Act of Legilllature of the State of Texas, as Addison, Dallas County, Texas, the sum of _______________________
______________________________ 􀁄􀁯􀁬􀁬􀁾􀀠($ ) for the payment of which sum will and truly to be made unto said Town of Addison and its succesaors, said principal and sureties do hereby
bind themselvel, their assigns and IUccesaors, jointly and severally. This obligation is conditioned, however, that whereas said has this day entered into a written contract with the
said Town of Addison to build and construct the MB-a 
which contract and the Plans and Specifications therein mentioned adopted by the Town of Addison, are hereby expressly made a part hereof as though the same were written and embodied
herein. WHEREAS, under the Plans, Specifications and Contract it is providedthat the Contractor will maintain and keep in good repair the work herein contracted to be done and performed for a period of one (1) year from the date of acceptance, and to do all
necessary backfilling that may arise on account of sunken conditions in ditches, or otherwise, and to do and perform all necessary work and repair any defective condition growing out
of or arising from the Improper joining of the same, or on account of any breaking of the same caused by the said Contractor inlaying or building the same, or on account of any defect
arising in any of said part of said work laid or constructed by the said Contractor, or on account of Improper eltcayation or backfilling; It being understood that the purpose of this
section is to cover all defective conditioDll arising by reason of defective materials, work or labor performed by the said Contractor, and in case the said Contractor shall fail to
do, it is agreed that the City may do said work and supply such materiab, and charge the same against the said Contractor and sureties on tbis obligation, and the said CODtractor and
sureties hereon shall be subject to the liquidated damages mentioned in said contract for each day's failure on its part to comply with the terms of the said provisions of said contract;
NOW THEREFORE, if the said Contractor shall keep and perform its said agreement to maintain said work and keep the same in repair for the said maintenance period of one (1) year, as
provided, then these presents shall be null and void and have no further effect; but if default shall be made by the said COntractor in the performance of its contract to so maintain
and repair said work, then these presents shall have full force and effect, and said Town of Addison shall have and recover from the Contractor and its sureties damages in the premises,
as provided, and it is further undel'lltood and agreed that this obligation shall be a continuing one against the principal and sl11'eties hereon and that successive recoveries may be
had hereon for successive brlU1Ches untU the full amount shall have been e:dlauated; and it is fUl'ther understood that the obligation herein to maintain said work shall continue throqhout
said maintenllDce period, and the same shall not be chllDged, diminished, or in IlDY manner affected from llDy cause during said time. MB-3 
IN WITNESS WHEREOF, the saiQ _________________has caused these presents to be executed by and the said has hereunto set his band thisthe ___dayof ________,,19_, SURETY PRINCIPAL By:
By: Attomey in Fact ATTEST By: Surety Secretary Agency and Addresa NOTE: Date of Maintenance Bond must not be prior to date of Contract, MB-4 
SECTION BP CONTRACTOR'S AFFIDAVIT OF BILLS PAID BP-l 
SECTION BP CONTRACTOR'S AFFIDAVIT OF BILLS PAID STATE OF TEXAS COUNTY OF DALLAS Personally, before me the IIDdersigned authority, on this day appeared ______ ______" who, being duly
sworn, on oath, says that he is a legal representative of ______________􀁾􀁾􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀬(full name of Contractor as in contract) and
that the contract for the construction of the project, designated as • (Project No.) has been satisfactorily completed and that all bills for materials, apparatus, fixtures, machinery
and labor used in connection with the cODlltruction of this project have, to the best of my knowledge and belief, been fully paid. Signature Title Sworn to and subscribed before me this
__day of ________--', 19__• Notary Public in and for ____________ County, Tezu Instructions: U the contractor is an individual. he shall sip the affidavit. U the contractor is a partnenhip,
any partner may sip the affidavit. U the contractor is a corporation. a BP-a 
person authorized by the by-laws or by the Board of Directors shall sign the affidavit. If the Contractor is a joint-venture of individuals, any of the individuals may sign the affidavit.
If the Contractor is a joint-venture of partnerships, or of individuals and partnerships, the affidavit may be signed by the individual or any partner of any partnership. If the contractor
is a joint-venture in which a corporation is a party, separate affidavits must be executed in the name of the jointventure: one by each corporation and one by each individual or partnership.
Signatures for corporations should be by a duly authorized officer. If signature is by another, a showing of authority to sign must accompany the affidavit. BP-3 
SECTION GP GENERAL PROVISIONS GP-l 
GENERAL PROVISIONS 1. The General Provisions of the Contract shall be as stated in the Standard Specifications for Public Works Construction, North Central Texas Council of Governments
(1983), under Part I, "General Provisions," Items 1.0 through 1.63 inclusive, as amended or st:lpplemented and except as modilied by the Special ProvisiollB. GP-Z 
SEcnON SP SPECIAL PROVISIONS SP-l 
SECTION SP SPECIAL PROVISIONS 1. OWNER The Town of Addison, herein referred to as Owner, party of the FIrSt Part of these Contract Documents. 2. ENGINEER Espey, Huston and Associates,
Inc., Engineer of the Owner. or other representative as may be authorized by said Owner to act in any particular position. 3. FORMS. PLANS AND SPECIFICATIONS Forms of Proposal, Contract,
Bonds and Plans may be obtained from the Town of Addison Purchasing Department, FInance Building, 5350 Beltline Road, Addison, Texas 75240. 4. COPIES OF PLANS FURNISHED Three (3) sets
of Plans shall be furnished to the Contractor, at no charge, for construction purposes. Additional copies may be obtained at cost of reproduction upon request. 5. PRODUCT RECORD DOCUMENTS
Maintenano:e of Documents. The Contractor shall maintain at the job site one record copy of the Contract Drawingll. Specifications, Shop Drawinp, Change Orders, other modifications 10
the Contract, field test records and other documents submitted by Contractor in compliance with with specification requirements. These documents shall be maintained at the job site apart
from documents used for construction. These documents are not to be used for construction purposes. The documenlll shall be maintained in c1ean, lelP'ble condition. The documents shall
be made available at all times for inspection by the Owner. Recording. Each document shall be labeled Project Record Copy in 2-inch high printed letters. The record documents shall be
kept current. No work shall be covered until required information has been recorded. Contract Drawinp. The appropriate drawing shall be lelP'bly marked to record, where applicable: SP·2

Horizontal and vertical location of underground utilities and appurtenances referenced to permanent surface improvements. Field changes of dimension and detail made during construction
process. Changes made by Change Order or Supplemental Agreement. Details not on original Contract Drawings. Manufacturer, trade name, catalog number and supplier of each product and
item of equipment actually installed. Changes made by Change Order or Supplemental Agreement. Other matters not originally specified. Shop Drawings. The Contractor shall maintain the
Shop Drawings as record drawings and legibly annotate shop drawings to record changes made after review. A red felt-tip marking pen shall be used for all recording. Submittal. At the
completion of the project, the Contractor shall deliver record drawings to the Owner. The transmittal letter shall be accompanied, in duplicate, with: Date, project title and number.
Contractor's name and address. Title and number of each record document. Certification that each document as submitted is complete and accurate. Signature of Contractor or his authorized
representative. 6. HORIZONTAL AND VERTICAL SURVEY CONTROL The Owner shall funUsh sufficient horizontal and vertical survey control, one time only, to enable the Contractor to perform
construction staking for the proposed improvements. The Contractor shall give the Owner 48 hours notice as to when and where survey control will be needed. The Contractor shall be responsible
for his own surveying beyond those items listed prior in this section. SP-3 
7. PERMITS, LICENSES, AND REGULATIONS Permits and licenses of a temporaty nature necessaty for the prosecution of the Work sball be secured and paid for by the Contractor. Permits, licenses
and easements for permanent structures or permanent changes in existing facilities shall be secured and paid for by the Owner, unless otherwise specified. If the Contractor observes
that the Drawings and Specifications are at variance therewith, he sball promptly notify the Engineer in writing, and any necessaty changes sball be adjnsted as provided in the Contract
for changes in the Work. The Contractor shall comply with aU federal, state and local laws, rules and regulations of evety kind and nature applicable to the performance of its Work hereunder,
and shall hold the Owner harmless therefrom. 8. REFERENCE SPECIFICATIONS Where reference is made to 􀁳􀁾􀁴􀁩􀁯􀁮􀁳􀀠compiled by others, such are hereby made a part of these Specifications.
9. R£VIEW OF WORK The Owner shall have the right to review the Work while such Work Work is in progress to ascertain that the Work is being accomplished in compliance with the standards
and requirements set forth in the Contract Documents. It is also contemplated that similar review will be conducted by governmental inspectors. Notwithstanding such review, the Contractor
will be held responsible for the finished Work, and any acceptance of the Work by the Owner or governmental agencies will not relieve the Contractor from responsibility for the Work.
The Owner reserves the right to place full-time constructinn observers at the site of the Work. The Owner and his representatives shall at aU times have access to the Work whenever it
is in preparation or progress, and the Contractor shall provide proper facilities for such access, and for review. If the Specifications, the Owner's instructions, laws, ordinances,
or any public authority require any Work to be specially tested, the Contractor sball give tile Owner timely. notice of its readiness for testing. and if the testing is by an authority
other than the Owner, of the date fixed for such testing. Tests by the Owner shall be made promptly, and where practicable at the source of supply. Re-examination of any Work may be
ordered by the Owner, and, if so ordered, the Work mnst be uncovered by the Contractor. If such Work is found to be in accordance with the Contract Documents. the Owner shall pay the
cost of re-examination and replacement. Ifsuch Work is not in accordance with the Contract Documents, the Contractor shall pay such cost. SP-4 
10. SCOPE OF WORK The WOI'k for tbi. Project consi.t. of fumiabinl all material., labor, equipment, toola and incidentala neceuary to conabuct, in accordance with the Plana and Specificationa,
the propo.ed drain..e impro98ment. fOl' Bellbrook Estate. Addition. 11. PROPERTY LINES AND MONUMENTS All property cornua, control monumentationa, conatructlon and suryey .takes and merb
shall be carefully preseryed by the Contractor, and in cue of careleu destruction 01' l'emoyal by Contractor or bit employee_, IUcb stakes 01' marb shall be replaced at the Contractor's
expense u required by the Owner. lZ. DISCREPANCIES If the Contractor, in the coune of the Work. finda any dlacrepancy between the Contract Documenu and the physical conditiona of the
locality, or any errors or omiuiona in drawings or in· the layout U IPyen by .uryey points and inatructiona. or if it appears that any Plan, Specification 01' other Contract Document
is or may be not in compliance with any buildina code or other requirement of any lOy_ental ental body, he IIhall immediately inform the Owner in wrltina. and the Owner shall promptly
ymfy the-_e. Any Work done after IUch dlacoyery, untU authorized, will be done at the Contractor's risk. 13. TIME ALLOTTED FOR COMPLETION All item. of Work included under theM contracU
shall be completed within the time stipulated in the Propoaal. The time mall commence on the tenth (10th) day after the iulWlce of the Nottce to Proceed. The Notice to Proceed .hall
cOnsUt of a written requnt by the Owner for the Contractor to proceed with conatruction of 􀁾Project. . SP-5 
14. EXISTING STRUCTURES The Plans show the location of all known surface and subsurface structures. However, the Owner assumes no responsibUity for failure to show any or all of these
structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensation
Or extra work or for increasing the pay quantities in any manner whatsoever, unless the obstruction encountered is such as to necessitate changes in the lines or grades, or require the
building of special work, provisions for which are not made in the Plans and Proposal, in which case the provisions in these Specifications for extra work shall apply. 15. EXISTING UTILmES
AND SERVICE LINES The Contractor shall be responsible for the protection of ail existing utilities or service lines crossed or exposed by his construction operation. Where existing utilities
Or service lines are cut, broken or damaged, the Contractor shall replace the utilities utilities or service lines with the same type of original construction, or better, at his own
cost and expense. All replacement, backfill and compaction shall be accomplished in strict accordance with the requirements of the owner of the utility or service line. 16. PUBUC UTILlT.[ES
AND OTHER PROPERTY TO BE CHANGED In case it is necessary to change or move the property of any owner or of a public utility, such property shall not be moved or interfered with until
authorized by the utility company and approved by the Owner. The right is reserved to the owner of public utilities to enter upon the limits of the Project for the purpose of making
such changes or repairs of this contract. 17. UGHTS AND POWER The Contractor shall provide, at his own expense, temporary lighting and power facilities required for the proper execution
of the Work. 18. PERMITS AND RlGHTS-oF-WA Y The Owner will provide rights-of-way for the purpose of construction without cost to the Contractor by securing permits in areas of public
dedication or by obtaiDing easements across privatel}""'owned property. It shall be the responsibility of the Contractor, prior to the Initiation of construction on easements through
private property, to inform the property owner of his intent to begin construction. Before beginning construction in areas of public dedication, the Contractor sha1l inform the agency
having jurisdiction in the area fort}"",eight (48) hours prior to initiation of the Work. SP-6 
19. PRECONSTRUCTION CONFERENCE The successful Contractor(s) and Owner shall meet at the call of the Owner on this Project. Prior to the meeting, the Contractor(s) shall prepare sChedules
showing the sequencing and progress of their work and its effect on others. These schedules shall be delivered to the Owner in advance of the meeting for his review. The general nature
of the work, materials used, and methods of construction as well as the schedules will be discussed at the meeting. A final composite schedule will be prepared during this conference
to allow an orderly sequence of project construction. ZOo ADDENDA Bidders desiring further information, or interpretation of the Plans and Specifications, must make written request for
such information to the Engineer (prior to forty-eight (48) hours before the Bid opening). AIIIIwers to all such requests will be given in writing to all Bidders in addendum form and
all addenda. will be bound with and made a part of the Contract Documents. No other explanation or interpretation will be considered official Or binding. Should a Bidder find discrepancies
in, Or omissions from, the Plans, Specifications or Contract Documents, or should he be in doubt as to their meaning, he shall at onCe notify the Engineer in writing in order that a
written addendum may be sent to all Bidders. n. WATER FOR CONSTRUCTION The Contractor shall make the necessary arrangements with the Town of Addison for securing and transporting all
water required in the construction, including water required for mixing of concrete, sprinkling, testing, flushing, flooding or jetting. Water required for construction shall be pald
for by the Contractor at the Town of Addison prevailing rates. There will be no separate pay item for connection into the existing water system and quantity of water required for construction
purposes. ZZ. EXCAVATION The Contractor shall exercise precautions to insure adjacent properties ill not blocked by his excavations. that drainage from Z3. CONTRACTOR's BID The Contractor's
Bid Bid shall be on a Unit Price basis for construction of the Project as shown 011 the Plans and described in the Specifications. SP-7 
Z4. OWNER'S STATUS The Owner shall perform technical review of the Work. He shall also have authority to reject all Work and materiab which do not conform to the Contract and to decide
questions which arise in the execution of the Work. Z5. OWNER'S DECISIONS The Owner shall, within a reasonable time after their presentation to him, make decisions in writing on all
claims of the Contractor and on all other matters relating to the execution and progress of the Work or the interpretation of the Contract Documents. Z6. LANDS FOR WORK The Owner shall
provide as indicated on the Plans for this Project, the lands upon which the Work UDder this Contract is to be done, right-of-way for access to same, and such other lands which are designated
on the Plans or in the SpecificatiollS for the use of the Contractor. Such lands and rights-of-way shall be adequate for the performance of the Contract. Should the Contractor be delayed
as the result of lack of access, this shall be cause for an extension of time but not for additional cost. The Contractor shall provide at his own expense and without liability to the
Owner any additional land and access thereto that may be required for temporary construction facilities. Z7. CLEANING UP The Contractor shall remove at his own expense all temporary
structures, rubbish and waste materials resulting from his operations. These requirements shall not apply to property used for permanent disposal of rubbish or waste materiab in accordance
with permission of such disposal granted to the Contractor by the Owner thereof. Z8. UQUIDATED DAMAGES FOR DELAY BY CONTRACTOR The time of completion is of the e_nce in this contract.
For each calendar day that any Work shall remain incompleted after the time specified in paragraph 38, liquidated damages shall be deducted from the monies due the Contractor in the
amount of $100.00 per day. Z9. USE OF EXPLOSIVES Use of explosives will not be allowed. SP-8 
30. PROJECT MAINTENANCE" The Contractor shall maintain, and keep in good repair, the ilnprovelUents covered by these Plans and Specifications during the life of his contract. 31. DISPOSAL
OF WASTE AND SURPLUS EXCAVATION All asphalt, concrete, rock or excavated lUaterial, or other debris relUoved frOIU the site as a preliminary to the construction shall be relUoved frolU
the property. Any required disposal permits shall be the sole responsibility of the Contractor. 32. REMOVALS, 􀁁􀁄􀁊􀁕􀁓􀁔􀁍􀁅􀁾􀀱􀀧􀁓􀀠AND REPLACEMENTS Existing pavement., driveways,
curbs, gutters, sidwalks, etc., to be removed to facilitate the construction of the improvements shall be broken up and disposed of. Care shall be exercised to leave a neat, uniform
edge or joint at the excavation limits or sections removed where only portions are to be removed. The Owner will designate the limits to be removed. Where pavements, driveways, curbs,
gutters, Sidewalks, etc., shall be replaced, then said replacements shall be to the standard of the the previously removed portion or better. Existing structures such as manholes, inlets,
cleanouts, valve boxes, etc. which are not the property of a private firm or company, or an individual required to move their oW'll property, shall be adjusted, altered or reset to the
requirement elevation and alignment. New materials and workmanship necessary shall conform to the requirements of these Specifications covering the particular Work. Salvaged materials
in good condition may be used in rebuilding such structures, provided the materials are thoroughly cleaned before their use. All private obstruction which are indicated on the Plama
to be moved, will be removed and replaced, or moved to new permanent locations by the Contractor, without additional payment to the Contractor. Any such additional item which the Contractor
mova or causa to be moved for his own convenience shall be at his own expense. 33. TOWN OF ADDISON APPROVAL This project is subject to final approval and acceptance by Town of Addison.
34. TRAFFIC CONTROL The Contractor shall be responsihle for providing traffic control during the construction of this Project consistent with the provisions set forth in the SP-I) 
"1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways' issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways", codified
as Article 6701d Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. The Contractor will not remove any regulatory sign, instructional sign, street name
sign, or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Town of Addison
to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above-referenced manual, and
such a temporary sign must be installed prior to the removal of the existing sign. There will be no separate pay item for Traffic Control. 35. CERTIFICATION The Contractor shall submit
a manufacturer's certification that the material was manufactured and tested in accordance with the referenced Specifications and a report of test results. The certification shall be
submitted prior to material shipment. 36. FINAL ACCEPTANCE OF WORK Final acceptance of the Work is subject to final testing and approval of the Work by the Town of Addison. 37. WORK
AREA Contractor shall restrict his construction activity to the project site. 38. CONTRACT TIME It is the Owner's desire to have the project completed and operational in as short a time
as possible. The number of calendar days for completion of the project will begin with the date specified in the Notice to Proceed. In no instance shall the number of calendar days for
the completion of the Work measured from the proposed date of beginning exceed 45 calendar days. 39. CONTRACTOR'S AFFIDAVIT OF BILLS PAID The Contractor shall be required to execute
the form provided in Section BP prior to the acceptance of the project. 40. PAY ITEMS Pay items provided are intended to be all-inclusive of the work required on this project. Work required
by the plans or specifications but not provided with a specific pay item shall be considered incidental to other items of work. SP-10 
41. SAMPLES AND TESTS OF MATERIAlS Modify the General Provisions, Section GP 5.16, Samples and Teslll of Materials. 'The Contractor shall designate and pay a recognized testing laboratory
to perform all testing and concrete design for this project. Such designation shall be subject to the approval of the Engineer. All testing services that the Contractor is required to
provide will not be paid for separately, but shall be considered subsidiary to other items of work. •All samples and tests shall be performed in accordance with the Stsndard Specifications
for Public Works Construction, North Central Texas Council of Governmenlll (1983) as amended or supplemented.· 42. CONSTRUCTION STAKING The Owner will provide the Contractor with primary
horimntal and vertical control to consist of one construction baseline and two bencluruirks. Restaking shall be paid for by the Contractor. sp-u 
SECTION T TECHNICAL SPECIFIC A TIONS T-l 
SECTION T TECHNICAL SPECIFICATIONS I. GENERAL A All materials and construction methods for this project shall be in conformance with Town of Addison standards and specifications. the
North Central Texas Council of Governments "Standard Specifications for Public Works Construction" (1983). as currently amended or supplemented. and the City of Dallas 251·D Construction
Standards. as currently amended. Where conflicts exist, Town of Addison standards and specifications shall govern. II. SUPPLEMENTAL SPECIFICATIONS The following specifications are applicable
where specifically referenced in the Plans or Specifications: A City of Dallas 251·D Construction Standards (not included). B. Specification for Fences and Gates (included). C. Specification
for Excavation Safety System (included). T·2 
SECTIONFG FENCE AND GATES 1.01 SCOPE This section covelli the furnishing and installation of chain link fence, posts, and gates plus all accessories and specials necessary for and incidental
to the proper erection and installation of the fence and gates in the location sbown on the drawings. 1.02 SUBMITTALS Drawings, specifications, lnstallation scbedules and other data
sbowing complete details of the fabrication, construction, and installation of the fence and gates together with complete data covering all materials proposed for use, shall be submitted
to the Engineer for review prior to construction. 1.03 GENERAL The Contractor shall follow the drawings in all matters concerning the location and placement of fences and gates. No changes
shall be made from the drawings witbout approval of the Engineer. The Contractor sbould familiarize l1imself with the plans and the laction at which tbe new fence is to be constructed.
AU workmanship is to be first-class in every detail, and equal to the best standards of workmanship for similar types of installations. The Contractor sball construct a six (6) foot
high, chain link fence including posts and gates as located on the plans and in accordance with this specification. 2.01 MATERIALS 1. Style of Fence. The fence shall be six (6) feet
in overall beight consisting of a six (6) foot high panel of wire fabric. Wire fabric sbaU be beld in alignment by top rail and a bottom tension wire. 2. Fabric. Fabric sbaIl be of chain
link wire woven in a 2 incb mesh. Fabric shall be woven of #9 (.148 diameter) gauge wire before galvanizing. Top and bottom edges of fabric sbaIl have a twisted finish. The fabric sbaIl
be beavily zinc coated, by the bot dip process after weaving, in accordance with ASTM Designation A392, Class 2. 3. line Posts. tine posts shall be bot dipped galvanized, 2 1{1. inch
diameter, schedule 40 steel pipe spaced on centers not to eu:eed ten (10) feeL Fabric sbaIl be attacbed to line posts with #6 gauge aluminum tie wire on 14 inch centers. Posts shall
be set in in 2,500 psi concrete in a nine (9) incb diameter bole not less than 39 incbes deep. Galvanizing sbaIl be in accordance with ASTM Designation A-l23. 900144 FG-l 
4. TermiDal Posts. End, corner and pull posts sball be hot dipped galvanized three (3) inc:b diameter sc:bedule 40 pipe set in 2,SOO psi concrete in a twelve (12) inch hole not less
than 39 inches deep. Galvanizing sball be in accordance with ASTM Designation A-l23. Fabric sball be attac:bed to terminal posts with 1/4" x 3/4" tension bars and 3{4" wide tension bands
spaced at 14' intervals. 5. Terminal Post Fittings. All post fittings including tensinn bands and brace connections shall be made of not less than 14 gauge bot-dipped galllllllized steel
Bands shaD be manufactured in a fashion which wiD not result in sharp and dangerous edges. All bands and connections sball be securely fastened with 5/16 inch x 1-1/4 inc:b galIIlIllized
carriage bolts and nuts. Tension bars sball be hot-dipped galvanized a minimum of 3/4 inch wide and 1/4 inc:b thick sheared ends shaD be given two coats of aluminum paint. No aluminum
or pot metal fittings wiD be acceptable. 6. Top Ralls. 1-5/8' nominal diameter Schedule 40 pipe, passing through the line post tops to form a continnous brace for each stretch of fence.
Ralls should be securely fastened to the termiDal posts with malleable rail end cup and 7/8' beveled steel brace band. Provide outside sleeve type couplings at least seven (7) inches
long. Provide every fifth coupling with a heavy spring to take up expansion and contraction of the rail 7. Bottom Tension Wire. Bottom tension wire sball be #7 gauge galvanized steel
spring coil tension wire, fastened to chain linkIilbric with #11 gauge galIIlIllized hog rings on 24 inch centers. Tension wires sball run the entire length of the fence. 8. Braces. Brace material shaD be 114-incb Schedule 40 pipe,
hot dipped galvanized and shaD extend from terminal post to first adjacent line post. Braces sball be securely fastened to posts by suitable pressed steel or malleable . connections,
then trussed from line post back to termiDal with 3/8 inc:b galvanized round rod with tightener. Braces sball be used at end posts, comer posts and gate posts. 9. Gates. Gate flames
sball be Iilbricated of two (2) inch 0.0. hot dipped galllllllized Schedule 40 pipe with galvanized pressed steel or malleable iron comer ells, securely attached to the frame. Internal
bracing sball be m-inc:b Schedule 40 hot dipped galllllllized pipe, with 3/8 inch adjustable truss rods. The bottom hinge is to be baD and socket type, or type aDowing pivot on vertical
member ofgage flame preventing removal of gate without disassembling of hinge, ntade of malleable irol!; upper binges to be 180" wrap around type, ntade of malleable iron, base galvanized,
to aDow gate to swing 180". Gates sball be complete with padloclr:ing device, center rests and semiautomatic catch to secure gates in opeD positions. Fabric is to match that used in
the line fence and to be centered in the flame, attached by means of tension bars and bands. Top bar of gate flame sball be on level plane and at the same heights as top rail 900144
FQ..2 
3.01 10. Gate Posts. Gate posts supponing drive gate leaves sball be hot dipped galvanized six and five-eighths (6 S!8) inch diameter schedule 40 pipe set in 2,SOO psi concrete in a
twelve (12) inch hole not less than sixty three (63) inches deep. Galvanizing shall be in accordance with ASTM Designation A-l23. Gate posts supponing walk gates shall comply with the
requirements for terminal posts. 11. MisceUaneous. Supply Master Lock Company padlocks for all gates. Key all locks alike. CONSTRUcrION The fence sball be installed by skilled and experienced
fence erectors, and on lines and grades indicated on the drawings. All posts sball be set plumb and in concrete footings of the size specified under corresponding post section of this
specification. The concrete shall extend a minimum of three (3) inches below the bottom of the posts. Concrete shall be crowned slightly above grade and troweled to provide a smooth,
neat appearance. Posts shall be uniformly spaced between comer posts. The bottom of the fabric shall be held as uniformly as is pratical to one (1) inch above the finish grade. END OF
SEcrION 900144 FO-3 
SECTION ES EXCAVATION SAFETY SYSTEM PART 1 -GENERAL 1.01 DESCRlPTION A This item is for furnishing all labor and materials for installation and maintenance of an excavation safeI)' system.
B For any trench excavation in materials other than solid rock, greater than 5 feet in depth, or where shown on the plans, the Contractor shall provide a excavation safety system. C
The excavation safety system shall meet the appropriate requirements established in the Occupational Safety and Health Administration (OSHA) Safety and Health Regulations, Part 1926,
Subpart P, "Excavations, Trenching and Shoring," pages 12 through 20. . 1.02 SUBMITfALS A The Contractor shall submit to the Engineer, prior to construction, a "Excavation Safety Plan"
for protecting employees and the public exposed to danger from moving ground for all excavations. The Plan shall describe which method of protection or type of system will be used and
where it will be used for each condition or situation encountered on the job. The Plan shall comply comply with applicable OSHA standards. B For any trench shoring system to be used
other than that shown in Table P-2 from OSHA standard for excavating operations and/or from detailed drawings in plans, the Contractor must provide certification by a Registered Professional
Engineer that the system proposed by the Contractor provides protection "equal to" or "greater than" the protection provided by the trench shoring system shown in OSHA Table P-2. C Excavation
and Trenching Plan. All excavation and trench operations shall be in accordance with 29 CFR Part 1926, Subpart P. Prior to commencing any excavation or trenching operation, the Contractor
shall submit seven (7) copies of a detailed Excavation and Trenching Plan for review by the Engineer. Such Plan shall indicate the intended procedures to be used by the Contractor to
comply with OSHA requirements. Such Plan should further identify the "Competent Person," as required by paragraph 1926.651(1c)(1). who will work with each crew. A copy of said Plan shall
shall be available for review at the job site at all times. ES-1 
1.03 DESIGN CRITERIA A All trenches more than 5 feet deep shall be sloped, shored, sheeted, braced or otherwise supported as to meet or exceed minimum OSHA excavating operation standards.
However, sloping shall not be permitted in the trench area within the existing concrete parking lot. B Trenches less than 5 feet deep shall also be effectively protected when hazardous
ground movement may be expected. C Trenches 4 feet deep or more shall have adequate means of exit, such as a ladder or steps, which shall be located as to require no more than 25 feet
of lateral travel. 1.04 MEASUREMENT A Measurement of the Excavation Safety System shall be made by the linear foot of trench measured along the centerline of the trench, for the depth
indicated. The depths shall be indicated as follows: 1. From 5 to 10 feet; 2. From 10 to 15 feet; 3. From 15 to 20 feet; 4. Greater than 20 feet. 1.05 PAYMENT A The work performed and
materials furnished as prescribed by this item and measured as provided under "Measurement" shall shall be paid for at the Contract unit price bid for "Excavation Safety System: which
price shall be full compensation for furnishing all materials, labor, tools, equipment and incidentals necessary to complete the work. PART 2 -PRODUCTS 2.01 MATERIALS A Timber for trench
sheeting shall be hardwood, a minimum of 2 inches in thickness, solid and sound, and free from weakening defects such as loose knots and splits. B Steel sheet piling shall conform to
one of the following specifications: 1. ASTM A328; ES-2 
2. ASTM A572, Grade 50; 3. ASTM A6OO. C Steel for stringers and cross-bracing shall conform to ASTM A588. o Portable trench boxes shall be constructed of steel conforming to ASTM A36.
Connecting bolts used shall conform to ASTM A307. All welds and welding shall conform to AWS 01.1. PART 3 -EXECUTION 3.01 GENERAL A The excavation safety system shall be constructed,
installed and maintained in accordance with the plans and minimum OSHA standards to prevent death or injury to personnel or damage to structures in or near these trench excavations.
Materials excavated from the trench shall be stored no closer to the edge of the trench than one·half the depth of the trench. 3.02 SUPERVISION A The Contractor shall provide competent
supervisory personnel at each trench while work is in progress to ensure that the Contractor's methods, procedures, equipment and materials pertaining to the safety systems of this Item
are sufficient to meet the requirements of OSHA Standards and Reguiations. 3.03 INSPEcnON A The Contractor shall make a daily inspection of 􀁾excavation safety system to ensure that
the system meets OSHA requirements. Daily inspections shan be made by competent personnel. If evidence of possible cave-ins or slides is apparent, all work in the trench shall cease
until necessary precautions have been taken to safe· guard personnel entering the trench. The Contractor shall maintain permanent records of all daily inspections. 3.04 REMOVAL A Backfilling
and removal of trench supports shall progress together from bottom of trench upward. The Contractor shall remove no braces or trench supports until all personnel have evacuated the trench.
The trench shall be bacldilled to within 5 feet of natural ground prior to removal of the entire trench safety system. None of the Excavation Safety System can remain in place without
the written permission of the Engineer. END OF SEcnON ES·3 
SECTIONCfB CEMENT 1ltEATED BASE CfB-l 
SECTION CIB CEMENT TREATED BASE 1.0 GENERAL 1.1 Description Cement Treated Base (CI'B) shall consist of aggregate, cement and water uniformly mixed in a central plant, transported to
the project, spread, compacted, shaped, finished, and cured in accordance with these specifications. It shall conform to the lines, grades, thicknesses and typical cross-section shown
on the plans. 2.0 MA1ERIALS 2.1 Cement Cement shall comply with the latest specifications for Portland cement-ASTM C 15'0 (Type I) or Portland-ASTM C 5'95 (Type IP). 2.2 Water Water
shall be free from substances deleterious to the hardening of the Cement Treated Base. 2.3 Aggregate The aggregate may be any granular material or combinations of aggregates that will,
when mixed with adequate amounts of cement and water, produce laboratory mix design Unconfined Compression Test strengths as specified in paragraph 2.5 in accordance with ASTM D 1633
Method "A'. The preceding tests will utilize the Moisture-Density Relation as determined by ASTM D-558; AASHTO T·134. The aggregate size sball meet the requirements of Texas State Department
of Higbways and Public Transportation. 1982 Standard Specifications of Higbways, Streets and Bridges, 'Item 274.2(3) Cement Stabilized Base • Base Materials.' 2.4 Laboratory Mix Design
Test results shall be submitted by the supplier of the CI'B material to the EngineerfArchitect for approval. 2.5 Strength Requirements The unconfined compressive strengths required for
the CI'B material wiIi be as follows: 2.5.1 Oass A CI'B; 400 psi • seven days CfB..2 
3.0 EQUIPMENT 3.1 Description Cement Treated Base may be constructed with any combination of machines or equipment that will produce the results meeting these specifications. 4.0 CONSTRUCI10N
METIiODS 4.1 Preparation BefOre other construction operations are begun, the area to be paved shall be graded and shaped as required to receive the Cement Treated Base in confOrmance
with the grades, lines, thicknesses and typical cross-section shown on the plans. Unsuitable subgrade soli or material shall be removed and replaced with acceptable soil. The subgrade
shall be firm and able to support without displacement of the construction equipment and the compaction hereinafter specified. Soft or yielding subgrade shall be corrected and made stable
befOre construction proceeds. 4.2 Central Mixing Plant The aggregate, cement and water shall be mixed in a pug mill as approved by the . Engineer/Architect. The plan shall be equipped
with feed and metering devices that will add the aggregate, cement and water into the mixer mixer in the specified quantities to produce a mixture that will meet or exceed the mix design
criteria as stated above. The aggregate and cement shall be mixed sufficienlly to prevent cement halls from forming when the mix water is added. The mixing time shall be sufficient to
assure an intimate, uniform mixture of aggregate, cement and water. The percentage of moisture in the aggregate, at the time of cement application shall be the amount that assures a
uniform and intimate mixture of aggregate and cement during mixing operations. It shall not exceed the specified moisture content required for adequate compaction. Free access to the
plant shall be provided to the Engineer/Architect, his inspector and his designated Commercial Testing Laboratory for construction quality control. The mixture shall be hauled to the
paving area in trucks having beds cleaned of deleterious material. 4.3 Placement and Compaction The mixture shall be placed on a moistened subgrade in a uniform layer by any approved
method of spreading that will deposit the required quantity per lineal foot, witbout segregation, to produce a uniformly compacted base conforming to the grade and crosssection. Not
more than 30 minutes shall elapse between placement of CI'B in adjacent lanes at any location except at longitudinal and transverse construction joints. No CI'B mixture shall be placed
when the subgrade is frozen or when the air temperature is less than 40" F in the shade. The Engineer/Architect may allow placement when the temperature is 35' F and clearly rising.
CTB-3 
Compaction shall stan as soon as possible after spreading. The elapsed time between the addition of water to tbe era mixture and the stan of compaction shall not exceed 60 minutes under
normal conditions. The Engineer/Architect may alter tbis time if environmental conditions, sucb as temperature, humidity or wind conditions would justify sucb a change. Laboratory tests
may be required to verify cbanges in compaction time limits. At tbe stan of compaction, the percentage of moisture in tbe mixture sball not be more tban one percentage point below or
two percentage points above tbe specified optimum moisture content, and sball be less than tbat quantity wltich will cause tbe Cement Treated Base mixture to become unstable during compaction
and finislting. The specified optimum moisture content and density shall be determined in tbe field by a Moisture-Density Test, AASHTO T 134 or ASTM D SS8, on representative samples
of Cement Treated Base mixture obtained from tbe area prior to compaction. Prior to compaction, the mixture shall be in a loose condition for its full deptb. The loose mixture shall
tben be compacted uuiformly to tbe specified density. During compaction operatiOns, initial shaping may be required to obtain uniform compaction and required grade and crosssection.
4.4 Finishing When initial compaction is completed, tbe surface of the Cement Treated Base sball be shaped to tbe required lines, grades and cross-section. The moisture content of the
surface material shall be maintained at not less than its specified optimum moisture content during finishing operations. if any resbaping of tbe surface is necessary, it shall be lightly
scarified to remove any compaction planes, scales or smootb surfaces left by equipment. Final compaction shall tben be continued until uuiform and adequate density is Obtained. The era
shall be uniformly compacted to a minimum of 96% of maximum density. Compaction and finishing shall be done in sucb a manner as to produce, in not longer tban two bours, a smootb, dense
surface free of compaction planes, cracks, ridges. or loose material. 4.5 Cutting After tbe era bas been finisbed as specified berein, it sball be protected against drying for seven
days by tbe application of a bituminous prime coat, or otlrer acceptable metbods. The finished era shall be kept continually moist until tbe curing material has been placed. The curing
material shall be applied as soon as possible, but nOI later tban at tbe end of eacb day's construction. if the biluminons cure is used: CTB-4 
4.5.1 CurIng, Bituminous Prime Coat At the time the bituminous prime coat is applied, the Cement Treated Base surface shall be dense, shall be free of all loose and extraneous material
and shall contain sufficient moisture to prevent excessive penetration of the bituminous material. The bituminous prime coat specified shall be uniformly applied to the surface of the
completed Cement Treated Base at the rate of approximately 0.1 gallons per square yard with ,approved heating and distributing equipment. The exact rate and temperature of application
for complete coverage without excessive runoff will be approved by the Engineer/Architect. Should it be necessary for construction equipment or other traffic to use the bituminouscovered
surface before the bituminous prime coat has cured sufficiently to prevent 'pickups', sufficient granular cover shall be applied before such use. The curing material shall be maintained
by the contractor during the seven day protection period so that all of the Cement Treated Base will be covered effectively during this period. Fmished portions of Cement Treated Base
that are traveled on by equipment used in constructing an adjoining section shall be protected in such a manner as to prevent eqUipment from marring or damaging completed work. Cement
Treated Base shall be protected against freezing for seven days after its construction and until it has hardened. 4.5.2 Curing, Other Methods If curing is achieved by methods other tban
Bituminous Prime Coal, the Engineer/Architect must approve and curing must be PFrformed in accordance with manufacturer's recommendations. 4.6 Construction Joints At the end of each
day's construction a transverse construction joint shall be formed by cutting hack into the completed work to form a full depth vertical face. Cement Treated Base for large, wide areas
shall be built in a series of parallel lanes of convenient length and width meeting the approval of the Engineer/ArChitect, 'Longitudinal joints shall be formed at the edge of each day's
constrUction by cutting back into the completed work to form a full depth vertical face free of loose or shattered materials. 4.7 Traffic Completed portions of Cement Treated Base may
be ,opened immediately to light traffic and to construction equipment provided the curing material or surface is not impaired as specified in 4.5. The section may be opened to all traffic
after the seven day curing period provided the Cetnent Treated Base has hardened sufficiently to prevent marring or distorting of the surlilce by equipment or traffic. ern-s 
4.8 Maintenance The contractor shall be required within the limits of bis contract to maintain the Cement Treated Base in good condition until all work bas been completed and acrepted.
Maintenance shall include immediate repairs of any defects that may occur. This work shall be done by tbe contractor at his own expense and repeated as often as may be necessary to keep
the area continuously intact. Faulry work shall be corrected. kny low areas shall be remedied by replacing the material for the full depth of treatment rather tban by adding a thin layer
of Cement Treated Base to tbe completed work. 5.0 CONSTRUCTION QUALITY CONTROL PROGRAM To insure tbat tbe construction phase of the Cement Treated Base is in accordance with tbe provisions
of tbese specifications, the following quality control testing program will be performed by a testing laboratory approved or retained by the Engineer/Architect. 5.1 Establisb tbe field
moisture density curve in accordance with ASTM D 558 or AASHTO T 134 (Standard Compactive Effort). The results of this test performed on representative samples of CfB obtained from the
area being processed at a time of about midway through the initial compaction phase will establisb the optimum moisture content to be incorporated at tbe central mixing plant and the
maximum density will serve as a basis for establishing the density for acreptance. 5.2 The Field.Density of tbe compacted CfB mixture shall be determined by any of the following: (1)
Nuclear Method ASTM D 2922, (2) Sand Cone Method ASTM D 1556, (3) Water Balloon Method ASTM D 2167. 5.3 Where strength of Cement Treated Base material is specified, compliance shall
be determined by testing a set of three unconfined cylinders molded from a representative sample of uncompacted Cement Treated Base material taken within one hour from the addition of
mixing water to the Cement Treated Base material. Strengths of Cement Treated Base material shall be determined by compressive tests at seven (7) days in accordance with ASTM D 1833,
Paragraph 5, ""Test Specimens." Paragraph 5.1.1, Method A specifies mold size. Specimens will be molded in accordance with ASTM D Ssg Method B. 5.4 Visual inspection of loose and compacted
thickness of the CfB layer will be included in the report as well as observations on surface scaling, collStrnction joints and curing. 6.0 MEASUREMENTS AND BASIS OF PAYMENT 6.1 Measurements
This work will be measured in square yards of completed and acrepted Cement Treated Base course. 
6.2 Basis of Payment This work will be paid for at the contract unit price per square yard of completed and accepted Cement Treated Base course. Conllact unit prices will be fuU payment
for furnishing aU materials, equipment, tools, labor, and incidentals necessary to complete the work and to carry out the maintenance provisiOns in these specifications. No aUowances
will be made for any materials used or work done outside the lines established by the Engineer/Architect uniess approved in writing prior to the work. END OF SECTION CI'B-?