1 I J ·f, l' J; I PROJECT MANUAL FOR INTERSECTION IMPROVEMENTS ADDISON ROAD AT WESTGROVE DRIVE FOR TOWN OF ADDISON, TEXAS )1 IJ 11 Ii 1 J J Espey, Huston & Associates, Inc. Engineering
& Environmental Consultants J J1 
Document No. 940755 EH&A Job No. 13921 PROJECT MANUAL FOR INTERSECTION IMPROVEMENTS ADDISON ROAD AT WESTGROVE DRIVE FOR TOWN OF ADDISON, TEXAS Prepared for: Town of Addison P. O. Box
144 Addison, Telllll 75001 Pxepated by: Eapey, Huston & Associated, Inc. 13800 Montfort, Suite 230 Dallas, TelIlII 75240 September, 1994 J I 
TABLE OF CONTENTS I Section AB Advertisement for Bids Section m Instructions to Bidders Section PF Proposal Form Section CA Contract Agreement Section FrB Performance Bond Section PyB
Payment Bond Section MB Maintenance Bond Section BP Contractor's Affidavit of Bills Paid Section OP General Provisions Standard Specifications for Public Works Consl!:udion. North Central
Texas (sepazate document not furnished) Section SP Special Provisions Section T Technical Specifications Appendix Sample ofTexas Sales Tax Exemption Certificate J I 1392.11940755 ii
Scptombor 19114 
.J ! , i \ SECTION AS ADVERTISEMENT FOR BIDS j j 1 J .J 13921J940755 AB-l I 
SECI10N AB ADVERTISEMENT FOR BIDS 1. Sealed bids addressed to the Town of Addison, Texas, for Intersection Improvements -Addison Road at Westgrove Drive, in 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 office of Clyde Johnson,
Purchasing Manager, Finance Building, 5350 Belt line Road, Addison, Texas until 3:00 p.m. on the 21th day of September, 1994. Bids received by the appointed time will be opened and read
aloud. Any bids received after closing time will be returned unopened. I I 2. The Contractor shall identify his bid on the outside of the envelope by writing the words TOWN OF ADDISON
INTERSECI10N IMPROVEMENTS -ADDISON ROAD AT WESTGROVE DRIVE. 3. Bids shall be accompanied by a cashier's check or certified check upon a national or state bank in an amount not less than
five percent (5") of the total maximum bid price payable without recourse to the Town of Addison, or a bid bond in the same amount from a reliable surety company licensed by the State
of Texas to act as a Surety, or a Binder of Insurance executed by a surety company licensed by the State of Texas to act as a surety or its authorized agent as a guarantee that the bidder
will enter into a contract and execute a Performance Bond within ten (10) days after notice of award of contract to him. 4. Plans, specifications and bidding documents may be secured
from Clyde Johnson, Purchasing Manager, Finance Building, 5350 Belt line Road, Addison, Texas. 5. The right is reserved by the Mayor and the City Council as the interest of the City
may require to reject any or all bids and to waive any informality in bids 􀁲􀁥􀁣􀁥􀁩􀁶􀁾􀀮􀀠l 6. The Bidder (Proposer) must supply all the information required by the Proposal Form.
1. A Performance Bond, Labor and Material Payment Bond, and Maintenance Bond will be required by the Owner; each Bond shall be in the amount of 100" of the ..I total contract amount.
Bonds shall be issued by a surety company licensed by the i State of Texas to act as a Surety. 8. For information on bidding or to secure bid documents, call Clyde Johnson (214) 45()"1090.
For information on the work to be performed, call1ohn Baumgartner, City Engineer, (214) 45()"2886. 139211940155 AB-2 
I . ,I 9. This project consists of providing paving, drainage, landscape, irrigation and other miscellaneous improvements as shown on the plans and in accordance with the specifications.
10. DBEJMBE Requirements: All bidders and proposers shall make good faith efforts, as defined in Appendix A of 49 CFR Part 23, Regulations of the Office of the Secretary of Transportation,
to subcontract 15 % of the dollar value of the prime contract to small business concerns owned and controlled by socially and economically disadvantaged individuals (DBE). In the event
that the bidder for this solicitation qualifies as a DBE, the contract goal shall be deemed to have been met. Individuals who are rebuttably presumed to be socially and economically
disadvantaged include women, African-Americans, Hispanics, Native Americans, Asian-Pacific Americans, and Asian-Indian Americans. The apparent successful bidder (proposer) will be required
to submit information concerning the DBE's that will participate in this contract. The information will include the name and address for each DBE, a description of the work to be performed
by each named firm, and the dollar value of the contract (subcontract). If the bidder fails to achieve the contract goal as stated herein, it will be required to provide documentation
demonstrating that it made good faith efforts in attempting to do so. A bid that fails to meet these requirements will be considered nonresponsive. TOWN OF ADDISON, TEXAS I I 139211940755
AB-3 I 
1 ,I 1 SECTIONm INSTRUCTIONS TO BIDDERS . j J 139211940755 IB-l 
A. PROJECT:! ) B. PROJECT DESCRIPTION: C. PROPOSALS: I \ D. DOCUMENTS: SECTION m INSTRUCTIONS TO BIDDERS Intersection Improvements • Addisop Road at Westarove Drive in the Town of Addison.
'This project consists of providing paving, drainage, landscape, irrigation and other miscellaneous improvements as shown On the plans and in accordance with the specifications. Proposals
must be in accordance with these instructions in order to receive consideration. Documents include the Bidding Requirements, General Provisions, Special Provisions, Technical Specifications,
Drawings plus Addenda which may be issued by the Consultant during the bidding period. Bidding Documents may be viewed and/or obtained under the terms and conditions set forth in the
Advertisement for Bids, Section AB of this Project Manual. B. EXAMINATION OF DOCUMENTS AND SITE: Bidders shall carefully examine the Bidding Documents and the construction site to obtain
first.hand knowledge of the scope and the conditions of the Work. Each Contractor, Subcontractor and Sub-subcontractor, by submitting a proposal to perform any portion of the Work, represents
and warrants that he has examined the Drawings, Specifications (Project Manual) and the site of the Work, and from his own invealigationhas satisfied himself as to the scope, acce6$ibility,
nature and location ofthe Work; the character of the equipment and other facilities Deeded for the performance of the Work: the chaJ:acte;r and extent of other work to be performed:
the local conditions; labor availability, practices and jurisdictions and other cm:wnstances that may affect the performance ofthe Work. No additional compensation will be allowed by
the Owner for the failure of such Contractor, Subcontractor or Sub-subcontractor to inform himself as to conditions affecting the Work .. . F. INTERPRETATION OF DOCUMENTS: Ifany person
contemplating submitting a bid fur 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 Iate;r than seven (7) calendar days prior to the date ael fur opening bids, a written request for an interpretation or clarification. Bidders should
act promptly and allow sufficient time fur a reply to reach them before Preparinll their bids. Any interpretation or clarification win be in the form of an Addendum duly issued. No alleged
verbal interpretation or ruling will be held bindinll Upon the Owner. 139211940755 JB.2 
G. SUBSTITUTIONS: Conditions governing the submission of substitutions 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 10 the established bid dale. H. ADDENDA: Interpretslions, clarifications, additions, deletions and modifications 10 the
! Documents during the bidding period will be issued in the form of Addenda and a copy of such i Addenda will be mailed or delivered 10 eaclI 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 intetpretaliODS and
supplemental instructions will be in the form of written addenda 10 the contract docwnents which, if issued, will be sent by telegram, certified or registered mail, or hand delivered
10 all prospective bidders (at the respective addresses furnished for such pwpoSe5) om later than tbree (3) calendar days prior 10 the dale fixed for the opening of bida. If any bidder
fails 10 acknowledge the receipt of such addenda in the space provided in the bid form, bis bid will IIOvertbelesa be construed as though the receipt of iUch addenda had been acknowledged.
I I I. COMPLETION TIME: A reasonable completion lime has been established by the Owner and is indicated in the Proposal Form. J. PREPARAnON OF BIDS: Prices quoted shall include all items
of cost, expense, tIIltes, fees and charges incurred, or arising out of, the performance ofthe wort 10 be performed under the Contract. Billa shall be submitted in duplicate and sbalI
be sigDOd in ink. Any bid on other than the required form will be considered informal and may be rejected. Erasures or other changes in a bid must be explained or noted over the initials
ofthe bidder. Bids containing any conditions, omissions, unexplained erasures and alterations, or irreplarities of any kind may be rejected as informal. The prices should be expressed
in worda and figures or they may be deemed informal and may be rejected. In case ofdiscrepaucy between the prices written in the bid and those given in the figures, the price in writing
will be considered as the bid. Failure 10 submit all requested information will mak.e a bid irregular and subject 10 rejection. Bids shall be sigDOd with name typed or printed below
signature, and, if a partnership. give full name of all partners. Whele biddet ia a corporslion, bids must be sigDOd with the legal name of the corporslion followed by the name of the
IIIatIl of incorporslion and the legal signature of an . ) officer authorized 10 bind the corporslion 10 a contract . K. SUBMl'ITAL OF BIDS: Sealed proposals will be received at the
lime, date and place stated in the Advertisement fw: Bids. Proposals shall be made on unaltered Proposal Forms flu:nished by the Consultant. Submit proposal in an opsque, sealed. envelope
addressed to the Owner and plainly mart on the outside ofthe envelope the project name, and the name and address of the bidder. The Bid Bond must be completed and sigDOd by eaclI bidder
and submitted 􀁷􀁩􀁴􀁨􀁾􀁥bid. Submit Bids by mail or in person prior 10 the time fw: receiving bids set fortb in the Advertisement for Bids issued by the City • .. I i J 139211940155
I 
,) L. MODIFICATION AND WITHDRAWAL 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 &&reed upon for
the receipt ofbids. M. DISQUALIFICATION: The Owner reserves the right to disqualify proposals, before 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 five
(5) calendar days, submit the following: I. A designation ofthe portions ofthe Work proposed to be performed by the bidder with his own force. 2. A list of names of the subcontractors
or other persons or organizations, including those who are to 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 bidders
and to waive irregularities and informaIities. The Consultant, in making his recommendation, will consider the following elements: I. Whether the bidder is a contractor with experience
in the type of work involved. 2. Whether the bidder has adequate piant, equipment and personnel to perform the work properly and expeditiously. 3. Whether the bidder has a suitable financial
statua and reputation for meeting obligations incident to work of the kind specified. P. EXECUTION OF THE CONTRACT: The successful biddel-will be required to enter into a contract with
with the Owner within ten (10) calendar days of notice by the Owner that his bid has been accepted. Failure to enter into contract within the established time limit without proper justification
shall be considered grounds for forfeiture of the bid bond. 139211940155 IB-4 
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 dale specified in the Notice to Proceed. The Notice to Proceed will be issued in a manner to facilitate a smooth coDStruction of the project . . 1 III no instance
shall the number ofcalendar days for completion ofthe wort measured from the proposed dale of belPmllnll exceed 45 calendar days. R. UQUIDATED DAMAGES: The time ofcompletion is the essence
ofthis 􀁣􀁯􀁾􀀮􀀠For each calendar day that any wort shall remain uncompleted after the time specified in the proposal and the 􀁣􀁯􀁾􀀬or the increased time granted by the Owner, or
as equitably increased by additional wort or materials ordered after the contract is sijJDed, the sum per day eiveo in the followinll schedule shall be deducted from the moDies due the
Contractor: $250 per Calendar Day The sum. of money thus deducted for such delay, failure or IlOn-completion is not to be considered as a penalty, but shall be deemed, taken IIDd treated
as reasonable liquidated damages, per caleodar day that the Contractor shall be in default after the time stipulated in the contract for completing the wort. The said amounts are fixed
and ajJreed upon by and between Owner and Contractor because of the impracticability and extreme difficulty of fix.ing. and ascertaininll the actual damages the Owner in such event would
austain; and said amounts are ajJreed 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 ifsaid monies be insufficient to cover the amount owinl, then the Contractor or hill surety shall immediately pay any additional amounts due. Ifthe Contractor
finds it impossible, for reasons beyond his control, to complele the wort within the 􀁣􀁯􀁾time as specified, the Contractor may make a written request for an extension oftime in IICX10rdance
IICX10rdance with the General Provisions. S. FORM OF CONTRACT: The contract for the construction of the project will be drawn up by the Owner. A sample form of agreement is included
in the Contract Agreement Section. T. BONDS: A PerfOtmllDce Bond, a Labor and Material Payment Bond IIDd a Mointenance BOnd will be required by the Owner. Sample forms have been included
in the Performance Bond, ! Payment Bond and Maintenaulle Bond sections. ) U. BID SECURITY: Bids shall be accompanied by a cashier's check or certified check upon a national or state
hank in an amount not less than five perceol: (5") of the total maximum bid price payable without recourse to the Town ofAddison, or a bid blind in the same amount from a reliable surety
company as a guarantee that the bidder will enter into a contract and'execute Performance Bond within ten (10) calendar days after notice ofaward ofcolllraCt to him. Such checks or bid
bonds will be returned to all except the three lowest bidders within three (3) days after the opeoiq of bids, and the remaining cbecb .J 139211ll407SS IB-5 i 
I I or bid bonds will be returned promptly afIec the Owne!: bas made an award of contract, or, if no award has been made within thirty (30) calendsr days afIec the date of the opening
of bids, upon demand of the bidder at any lime thereaflec, so long as he bas not been notified of the acceptance of his bid. i v. RESOLUI'lONS: Ifthe bidder is a corpollllion, a copy
ofthe resolution empowering the person submitting the bid to bind the bidder must be included with the bid. W. CONSTRUCTION STAKING: Construction staking will Benclm\arlal and horizontal
control are shown on the plans. not be provided by the Owne!:. ') x. FINAL PAYMENT: The general provisions for Fmal Payment shall be as stated in Item I.SI.4 of the North Central Texas
Standard Specifications for Pablic Works Construction (1983 Edition) including all Amendments and Additions. Prior to final payment the Contnlctor shall provide the Owner with the following
items: 1. A Contractor's Affidavit of Bills Paid in liooordanoe with Section BP. z. A Consent Consent of Surety Company to Fmal Payment. 3. A complete set of as-built plans which indicate
all construction variations from the original construction documents in accordanoe with Item S of the Special Provisions. 4. A one (I) yf:M Maintenance Bond in accordance with Section
MB. END OF SECTION m , /\ "j 139211940755 i 
SECTIONPF PROPOSAL FOEM 13921i940755 PF-l 
I .'} BID FORM ., ( ______.19_ TO: The HonoJ:ab1e Mayor and City Council Town of Addison, Texas I Gentlemen: The Wldersigned bidder, having examined the plans, specificatious and conlzact
documents, and the location of the proposed work, and being fuDy advised as 10 the extent and charactet of the work, proposes 10 furnish all equipment and 10 perfurm labor and work necessary
for completion of the work described by and in accordauce with the Plans, Specificatious and Contract for the foDowing prices, 10 wit: Sigoed by: _________ ACKNOWLEDGEMENT OF ADDENDA:
The Bidder acknowledges receipt of the foUowing addenda: Addendum No.1 _____ Addeudum No.2 _____ Addendum No.3 _____( /i 13921/940755 PF·2 
...) BID SCHEDULE A TOWN OF ADDISON, TEXAS INTERSECTION IMPROVEMENTS ADDISON ROAD AT WESTGROVE DRIVE Item Est. Unit i No. .QlwL. lhIil Description Price Amount 1 1 L.S. Mobilization,
bonds and iDsut'llllce, complete in place, per llimp slim $ $ 2 S2S L.F. Remove and dispose of exi.sting cOncrete autb and/or autb and gutler, complete in place, per linear foot $ $
3 660 S.Y. Furnish, place and compact cement I treated base (6"), complete in place, I, per square yard $ $ 4 ISO S.Y. Remove and dispose of existing concrete driveway pavemeat, complete,
per square yard $ $ S 600 S.Y. Furnish and place 8"·3600 psi reinforced concrete pavement, complete in place, per square yard $ $ 6 1,100 S.F. Furnish and place 4".3(0) psi reinfurced
concrete sidewalk, complete in place, per square foot $ $ 7 I L.S. Furnish and place barricading, signing and traffic handling, complete in place, per lump sum $ $ 1 8 S7S L.F. Furnish
and place 6"-3600 psi '.-. concrete integral autb, complete in place, per linear foot $ $ .J 13!12119<107S' PF·3 /iqltombcr 19M 
.1 BID SCHEDULE A TOWN OF ADDISON, TEXAS INTERSECTION IMPROVEMENTS ADDISON ROAD AT WESTGROVE DRIVE Item &t. Uniti No. Qy!JL. l.!nit Description Price Amount 9 500 C.Y. Unclassified street
excavation, including hauling and disposal, complete in place, pel' cubic yard $ 10 625 L.F. Furnish sawed breakout groove, complete in place, pel' Iinear foot $ $ 11 S3 EA. Furnish
and place 6"x6" whiteI j) reflective jiggle ban, complete in place, pel' each $ $ 12 68 L.F. Furnish and place 24" white reflective thermoplastic stop ban, complete in place. pel' Iinear
foot $ $ 13 39 EA. Furnish and place 4" yellow double reflective ceramic buttons (p 117Y). complete in place. pel' each $ $ 14 4 EA. Relocate existing signs. complete in place. pel'
each $ $ IS 1 EA. Adjust top of existing waI.eI: valves, complete in pl_. pel' each $ $ 16 12 EA. Furnish and place diJ:ect.ional traffic pavement maridngs, complete in place. pel' each
$ $ __ ,1 1392.11!l40755 PF-4 s.ptomberli194 
BID SCHEDULE A TOWN OF ADDISON, TEXAS INTERSECTION IMPROVEMENTS ADDISON ROAD AT WESTGROVE DRIVE . ; Item Est. Unit ! 􀁾􀀠􀁾􀀠ll.!!i! Description Price Amount 17 230 S.Y. Furnish and
place Bermuda Block Soddini, includini fertilizer and watering, complete in place, pee square yam $ 18 14S S.Y. Furnish and place winter rye hydromuiching, includina fertil.iz« and watering,
complete in place, pee square yam $ Ii 19 I L.S. All irription removal, replacement, and relocation work, complete in place, pee lump sum $ $ 20 I L.S. All Jandscape improvements including
reD10val of existina trees and shrubs, complete in place, pee lump sum $ $ 21 I L.S. All traffic sigoalizalion work, includina foundstiODS, mast arms, pull boxes, conduit, detector loops,
etc., complete in place, pee lump sum $ $ TOTAL AMOUNT BID FOR $____________ MATERIALS, AND SERVICES, BID SCHEDULE, ITEMS 1 THROUGH 21, INCLUSIVE I .I The completion time for this Contract
is 4S calendar days. ,i 139211940155 PF-!\ 
NOTES: j 1. All items, labor, materials, equipment, facilities, incidentals and wode required for construction of the project are to be provided and insIalIed by the Contractor as part
of the project and payment for the cost of such sball be included in the price bid for the construction of the project. 2. Prices must be shown in words and fieun:s for each item listed
in !his propo8ll1. In the event ofdisctepancy, the words shall control. 3. Materials that are "tax e"empt" are those items which are physically incotpOrated into !he facilities constructed
for !he OWNER, as set forth in !he SpeclaI Provisinns. Materials include, but are IIOt limited to purchased items such as concrete, and roadbase, etc. Services that are "not tax exempt'
are those items which are used by the Contnlctor but are IIOt physically incotpOrated into !he OWNER's facility and/or items which are consumed by construction, as set forth in !he Special
Provisions. Services include, but are IIOt limited to, items such as supplies, tools, skill and labor, the purchase, rental Oi' lease of equipment, etc. 139211940755 PF-6 I 
____________________________________________________ ___ If BIDDER is: An Individual By __________________________--------------------------(Seal) (Individual's Name) doing business
as Business address: A Partnership By ________________________ 􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭(Seal) (Firm Name) (Genecal Partner) doingbwinessas __________________________________
____________________ Business address: 􀁐􀁨􀁯􀁾􀀠No. ! 139211940755 PF-7 $qJfaDbor 1994 I 
A Corporatiop By ____________________________________________________ (Corporation Name) (State of Incorporation) By (Name of Person Authorized to Sign) (fide) (Corporate Seal) (Sea:etary)
Business address: Phone No. A Joint Venture By (Name) .' (Address) By (Name) (Address) .:. (Each joint venturet must sign. The III8IlDeI' of ailJliq for each individual, partDerBhip
and corporation that iii a party to the joint venture should be in Ibe IDIInJIeI' iodicaled above.) 13921Il140755 PF-8 
i I I SECTION CA CONTRACT AGREEMENT 139211940155 CA-l 
· i J SECTION CA AGREEMENT , STATE OF TEXAS , COUNTY OF DAllAS THIS AGREEMENT is made and entered into \his __ day of , 19_, by and between the Town of Addison, of the County ofDallas
and Stale of Texas, acting through its Mayor, thereunto duly authorized so to do, Party ofthe Yust Part, hereinafter termed the OWNER, and of the City of , County of , State of_ ___,
Party of the Second Part, hereinaftelo termed CONTRACTOR. WITNESSETH: That for and in consideration of the payment and agreement hereinafter mentioned, to he 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: Intersection Improvements Addison Road at Westgrove
Drive and all extra work in connection therewith, under the terms as stated in the Genetal and Specific Provisions ofthe AGREEMENT; and at his own proper cost and expense to furnish
all the materials, supplies, machinery, equipment, tools, superintendence, labor, insunUlce and other accessories and services necessary to complete the said constractlon, . including
but not limited to Workers Compensation Insurance Coverage, in accordance with the conditions and prices stated in the Proposal attached hereto and in accordance with the Advertisement
for Bids, lnstnIctions to Bidders, Oenetal ProvisiollB, Special ProvisiollB, Plans, and other drawings and printed or writlell explanatory _ thereof, and the Technical Specifications
and Addenda thereto, as pcepaced by the OWNER, each of which has heen identified by the endorsement of the CONTRACTOR and the OWNER thereon, together with the CONTRACTOR's writlell Proposal
and the Oenetal Provisions, all ofwhich are made a pact hereof and collectively evillimce and constitute the entire AGREEMENT. The CONTRACTOR hereby agrees to commence work within five
(S) calendar days after the date of writlell notice to do so shall have heen 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 cunent funds for the performance of the Conb:act in accordance with
the Proposal submitted thereof, subject to additions and deductions, as provided in the Genetal Provisions, and to mako payments of account thereof as provided therein. 139211940755
CA-2 
) . I i /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 (CONTRACl'OR) ATTEST: By: The following to be executed if the CONTRACl'OR is a corporation: I, ____________, certify that I am the secretary of the corporation named
as CONTRACl'OR herein; that ____________,who signed this Contract on behalf of the CONTRACl'OR is the of said corporation; that said (official title) Contract was duly signed for and
in behalf of said corporation by authority of its governing body, and is within the scope of its corporate powers. Signed: Corporate Seal j 􀀱􀀳􀀹􀀲􀀱􀀱􀀹􀀴􀀰􀀷􀁾􀁾􀀠CA-3 I 
1 i , , J .,. \ I 1 L SECTIONPrB PERFORMANCE BOND .C 'i 􀁾􀀡􀀠I .t 139211940755 PrB-l 
IN WITNESS WHEREOF, the said __________ has caused these presenli to be executed by and the said bas bereunto set his band this the _'_ day of_____, 19_. SURElY PRINCIPAL By: _____________
By: Attomey in Fact I, By: Surety Agency and Address " I NOTE: Date of Mainteaance Bond must oot be prior to date of Contract • . >' 13921/940'755 
SECTION BP CONTRACTOR'S AFFIDAVIT Of BIT I S PAID j, 139211940755 BP·l 
_______________ SECTION BP CONTRACTOR'S AFFIDAVIT OF BILLS PAID STATE OF TEXAS COUNTY OF DALLAS Personally, before me the undersigned authority, on this day appeared __________ who,
being duly sworn, on oath, says that he is a legal representative of (fun name of Contractor as in conll'aCt) and that the conll'aCt for the construction of the project, designated as
(Project No.) has been satisfactorily completed and that all billB fur material., apparatus, fixtures, machinery and labor used in conoection with the construction ofthis project have,
to the best of my knowledge and belief, been funy paid. Si&nature Title Sworn to and subscribed before mil this _ day of _____, 19 __ Notary Public in and for 139211940755 BP-2 
Instructions: If the contractor is an individual, he shall sign the affidavit. If the contractor is a partnership, any partner may sign the affidavit. If the contractor is a corporation,
a person authorized by the by-laws or by the Board of Directors shall sign the affidavit. Ifthe Contractor is a joint-venture of individuals, any of the individuals may sign the affidavit.
If the Contractor is a joint-venture of 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 joint-venture: 􀁯􀁾by eaI.1b corporation and one by each individual or partnership.
Signatures for corporations should be by a duly authorized officec. Ifsipature is by another, a showing of authority to sign must accompany the affidavit. 139211940155 BP-3 
SECITONGP GENERAL PROVISIONS i' 139211940155 GP-l .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 supplemented and except as modified by the Special Provisions. 13921/940755 GP-2 
SECTION SP SPECIAL PROVISIONS , , . ! 139211940755 SP·l I 
SECTION SP SPECIAL PROVISIONS 1. OWNER The Town of Addison, hw:ei.n Iefetred'to as Owner, party of the FLtSt Part of these Contract Documents. 2. ENGINEER Espey, Huston at 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 office of Mt. Clyde Johnson, Purchasing Agent, FIIl8DCe Building, S3SO Beltline Road, Addison, Texas. 4. COPIES OF PLANS FURNJSlffiP Three (3)
sets of Plans shaU be furnished to the Contractor, at DO charge, for construction purposes. Additional copies may be obtsined at cost of reproduction upon request. s. PRQDUCf RECORD
DOCUMENTS Maintenance of Documents. The Contractor shaH maintain at the job site one record copy of the Contract Drawings, Specifications, Shop Drawiqs, Chanae 0rderII, other modification
to the Contract, field test records and other documents submitted by Contractor in compliance with specification requirements. These documents shaU be maintained at the job site apart:
from documents used for construction. These documents are DOt be used for construction purpol!e8. The documenI8 shaH be maintained in clean, Ie&ible coodition. The documents shaU be
mado available at aU times for inspection by the Owner. " Recordigg. Each document shaH be labeled Project Record Copy in 2-inch hip printed letters. The record documelltS shaU be kept
current. No work shaU be covered until required information has been recorded. Contract Drawings. The appropriate drawing shaH be )e&ibly marked to record, where applicable: Horizontal
and vertical location of undergroUDd utilities and appurte_ Ieferenced to permanent surface improvements. 1392.1f940755 SP-2 
1 Field changes of dimension and deta.il made during construction process. Changes made by Change Order or Supplemental Agreement. Manufacturer, trade lIlIme, catalog numb« and supplier
of each product and item of equipment actually installed. Changes made by Change Order or Supplemental Agreement. Other matters not originally specified . . J Shop Drawjngs. 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 marldng pen shall be used for all recording.
Submittal. AI the completion ofthe 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 oame and addtess. Title and number of each record document. Certification that each document as submitted ill complete and accumte. Signature of Contractor
or his authorized representative. 6. HQRIZONTAL AND VERTICAL SURVEY CONTROL The Contractor sbaII provide horizontal and vertical survey control for this project. 7. PERMITS. YGENSES.
AND REGULATIoNS Permits and licenses of a temporary nature necessary for the prosecution of the Wode shall be secured and paid for by the Contractor. Permits, lice.nses and easements
for pennaneot strucI:Un!8 or permanent changes in existing facilities shall be secured and paid for· by the Owner, lIIIless otherwise specified. If the Contractor observes that the Drawings
and Specifications are at variance therewith. he sbaII promptly notify the 􀁾in writing. and any necessary chanlles sbaII be adjusted as provided in the Contract for chanp in Wode. The
Contractor shall comply with all federal, state and local 1aW8, rules and replatioDII of every kind and nature applicable to the performaooe of its Wode hereunder, and sbaII hold the
Owner harmless therefrom. 139ZII9401SS SP-3 
I ! 8. REFERENCE SPECIFICATIONS Where reference is made to specifications compiled by othen, such are hereby made a part of these Specifications. 9. REVIEW OF WORK The o..me" shall have
the riPt to review the Work while such Work is in proJre88 to ascertain that the Work is being aooomplished in compUance with the standards and requirements set forth in the Contract
Documents. It is also contemplaled that similar review will be conducted by governmental inspectors. Notwithstsnding fIlICh review, the Contl3ctor will be held responsible for the finished
Work, and any acceptance of the Work by the o..me" or governmental agencies will not relieve the Contl3ctor from responsibility for the Work. The Owner reserves the right to place fuU-time
constmction observers at the site of the Work. The Owner and his representatives shall at all times have IICCeS8 to the Work whenever it is in prepanWon or proJre88, and the Contl3ctor
shall provide prop« facilities for such 8CQeS8, and for review. Ifthe Specifications, the o..me,,'s instmctinns, laws, ominan<>"", or any public authority require any Work to be specially
tested, the Contractor shall give the o..me" timely notice of its readiness for testing, and if the testing is by an authority other than the o..me", of the date fixed for such testing.
Tests by the o..me" shall be made promptly, and where practicable st the som:e of supply. Re-el<amination of any Work may be ordered by the o..me", and, if so ordered, the Work must
be uncovered by the Contl3ctor. If such Work is found to be in aooordance with the Contr:llct Documents, the Owner shall pay the cost of tIHIlIamination and replacement. Ifsuch Work
is not in aooordance with the Colltr:llct Documents, the, Contl3ctor shall pay such cost. 10. SCOPE OF WORK The Work for this Project consists of funlishing all materials, labor, equipment,
tools imd incidentals _ssry to construct, in accordance with the Plana and Specifications, the proposed Intersection Improvements -Addison Road st Westgrove Drive. II. PROPERTY LINES
AND MONUMENTS All property corners, control monumentations, construction and survey stakes and mal:b shall be carefuUy pl'ell1erved by the Contl3ctor, and in case of careless destructinn
or removal by Contractor or his employees, such stakes or marks shall be replaced st the Contl3ctor's expense \ as required by the o..me". SP-4 
i , 12, DISCREPANCIES If the Contractor, in the course of the Wode, finds any discrepancy between the Conl:racC Documents and the physical conditiollli of the locality, or any errot'll
or omissiollli in drawings or in the layout as given by survey points and instructions, or if it appears that any Plan, Specification or other Contract Dooumeut is or may be not in compliaoce
with any buildin, code or other requirement of any ,ovemmental body, he ahalI immediately inform the Owner in writing, and the Owner ahalI promptly verify the same. Any Wode done after
such discovery, until authorized, will be done at the Contractor', risk. 13. TIME ALLOTIED FOR COMPLETION All items of Wode included under these contrac18 ahalI be completed within the
time stipulated in the Proposal. The lime ahalI commence on the date specified in the Notice to Proceed. The Notice to Proceed ahalI consist of a written request by the Owner for the
Contractor to proceed with construction of the Project. 14. EXISTING STRUCTURES The Plans show the location of all known lIUI:fa<:e and subllUl:fa<:e structlmlll. However, the Owner
assumes no responsibility for failure to show any or all of these structums on the PIIUIIi, or to show them in their exact location. It is mutually agreed that IUch failure shall not
be considered sufficient basil for claimJ for additional compeusation or extra wode or for increasing the pay quantities in any manner whatsoever, unless the obstruction encounlend is
such as to necessitate chan,es in the 1ines or JlIIdes, or require the buildin, of special WIlde, provisions for which are not made in the PIIUIIi and Proposal, in which case the provisions
in these Speciticaliollli for extra wode shall apply. IS. EXISTING Uf!L1TIES AND SERVICE LINES The ContrllCtor shall contact all the utility companies which have facilities in the vicinity
ofthe proposed improvements to confirm the horizontal and vertical locations of their respective facilities prior to commencing WIlde. Where a conflict with the proposed improvementi
is eucounlend, the ContnlCtor ahalI notify the EnJineer immediately prior to proceeding with ·the worlc. . The Contractor shall be respollSible for the protection of all existin, utilities
or service I.ineII crossed or exposed by Ilia construction opemtlon. Where existing utilities or service lines are cut, broken or damaged, the Contractor shall replace the utilities
or service 1ines with the same type oforiginal collStrUction, or better, at Ilia own cost and expense. All replacement, bacldill and compaction shall be accomplished in strict acconlance
with the requirements of the owner of the utility or service line. 139211940755 sp-s 
i " " , 16. PUBLIC UTILITIES AND OTHER PROPERTY TO BE CHANQEQ In case it is necessary 10 change or move the property of any owner or of a public utility, such property shall not be moved
or interfered with Wltil authorized by the utility company and approved by the Owner. The right is reserved 10 the owner of public utilities 10 enter upon the limits of the Project for
the purpose of making such changes or repairs of this contract. 17. LIGHTS AND POWER The Contractor shall provide, 111 his own expense, temporary lighting and power facilities required
for the proper execution of the Work. 18. PERMITS AND RIGHTS-OF-WAY The Owner will provide rights-of-way for the purpose of construction without cost 10 the Contractor by securing permits
in areas of public dedication or by obtaining easements across priVll1ely-owned property. It sball be the responsibility of the Contractor, prior 10 the initiation of construction on
easements through private property, to inform the property owner of his intent to begin construction. Before beginning eonstruction in areas of public dedication, the Contractor sha1I
inform the agency having jurisdiction in the area forty-eight (48) hours prior 10 initiation of the Work. The Contractor sha1I obtain a right-of-way permit from the Town of Addison.
19. PRECONSTRUCTION CONFERENCE The successful Contractor(s} and Owner sha1I meet 111 the call of the Owner on this Project. Prior to the meeting, the Contractor(s} shall prepare schedules
showin, the sequencing and progress oftheir work and its effect on others. These schedules sha1I 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 filial composite schedule will be prepared 􀁾this conference to
allow an orderly sequeace of project construction. 20. ADDENDA Bidders desiring fUrther information, or intetpmation of the Plans and Specifications, must make written request for such
information 10 the Engineer (prior 10 forty-eight (48) hours befure the Bid opening). Answers 10 all such requests will be given in writini to all Bidders in addendum form and all addenda
will be bound with and made a part oithe Contract Doci:uments. No other explanation or interpretation will be considered official or bindini. Should a Bidder find discrepancies in, or
om:issions from, the Plans, Specifications or Contract Documents, or should he be in doubt as to their meanini, he shall at once notify the Engineer in writini in order that a written
addendum may be &eDt to all Bidden. ' , , j 139211940'''' SP-6 
i i 21. WATER FOR CONSTRUCTION The Contractor shall make the necessary ammgements with the Town of Addison for securing and transporting all water required in the construction, including
water required for mixing of concrete, sprinkling, testing or flushing. Water required for construction shall be paid for by the Contractor at the Town of Addison prevailing rates. There
will be DO separate psy item for connection into the existing water system and quantity of water required for construction purposes. 22. EXCAVATION The Contractor shall exercise precautions
to insure that drainage from adjacent properties is not blocked by his excavations. 23. CONTRACTOR's BID The Contractor's Bid shall be on a Unit Price basis for construction of the Project
as shown on the Plans and described in the Specifications. 24. OWNER'S STATUS The Owner shall perform technical review of the Work. He shall also have authority to reject all Work and
materials which do not conform to the Contract and to decide questions which arise in in the execution of the Work. 25. 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. 26. LANDS FOR WORK .! The Owner shall provide as indicated on the Plans for this Project, the lands upon which lbe Work under 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 Specifications for the use of the Contractor. Such lands and rights-of-way shall be
adequate for the performance of the Contract. Should tIie Contractor be delayed as the result of lack ofaccess, this shall be cause for an extension oftime 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.
: i 􀀱􀀳􀀹􀀲􀀱􀀯􀀹􀀴􀀰􀀷􀁾􀁾􀀠SP-7 
. I , i . , 27. CLEANING UP The Contractor shall remove III his own expense all temporary structures, nlbbish aDd waste materials resulting from his operations. These requiremenl8 shall
not apply to property used for permanent disposal of nlbbish or waste materisls in accordance with permission of such disposal granted to the Contractor by the Owner thereof. 28. LIOUIDATED
DAMAGES FOR I)ELAY BY CONTRACTOR The time ofcompletion is of the essence in this contract. Por each calendar day IhBl any Work shall remain inoompleted after the time specified in paragraph
38, liquidated damages shall be deducted from the monies due the Contractor in the amount of $250.00 per day. 29. USE OF EXPLOSIVES Use of explosives will IIOt be allowed. 30. PROJECT
MAINTENANCB The Contractor shall maintain, IIIld keep in good repair, the improvemenl8 covered by these PIIIIls aDd Specifications during the life of his contract. 31. DISPOSAL OPWASTE
AND SURPLUS EXCAVATION All asphalt, concrete, rock or excavated material, or other debris removed from the site as a preliminary to the construction shall be removed from the property.
Any required disposal permil8 shall be the sole responsibility of the Contractor. 32. REMOVALS. ADJUSTMENTS AND REPLACEMENTS Existing pavemenl8, driveways, ew:bs, gutters, sidwsllcs,
etc., to be removed to facllitBle the constnlctinn of the improvemenl8 shall be broken up aDd disposed of. Care shall be exm:ised to leave a neal, uniform edge or joint III the excaVBlion
limitll or sections removed where only portions are to be removed. The Owner will designate the IimiI8 to be removed. Where pavementll, driveways, ew:bs, gutters, sidewsllcs, etc., shall
be n:p1Ked, then said n:placements shall be to the stIIIldard of the previously removed portion or better. Existing structures such all manholes, inIeI8, c1esnoul8, valve boxes, etc.
which are not the property of a private firm or complllly, or &II individual required to mOve their own Property, shall be adjusted, altered or reset to the requirement elevation aDd
aligument. New materials &lid worfcmansbip necessary shall conform to the requiremenl8 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. ".'. 13921J940755 SP-lI 
All private obstruction which are indicated on the Plans to be moved, will be removed and replaced, or moved to new permanent locations by the Contractor, without additional payment
10 the Contractor. ADy such additional item which the Contractor moves or causes 10 be moved for his own conveDience shall be at his OWII. expense. 33. TOWN OF ADDISON APPROVAL This
project is subject 10 fina1 approval and accepIance by ToWII. of Addison. 34. TRAFFIC CONTROL The Contnwtor shall be responsible for providing traffic control during the construction
ofthis Project consistent with the provisions set forth in the ·1980 Texas Manual on Unifotm Traffic Control Devices for Streets and Highways· issued under the authority of the ·State
of Texas UDiform Act Regulating Traffic on Highways", codified Ii Article 6701d Vernon's Civil ·1 Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. The Contractor will
not remove any regulatory sip, instructional sip, sI:n!eI lI8JIle sip, or other sign which his been erected by the City. If it is determined that a sip muat be removed to permit required
construction, the Contractor shall contact the ToWII. of Addison 10 remove the sip. In the case of regulatory signs, the Contractor muat replace the permanent sip with a temporary sip
meeting the requirements of the above-referenced manual, and such a temporary sip mwit be installed prior 10 the removal of the existing sip. 35. CERTIFICATION The Contnwtor shall submit
a manu&.cturer's certification that the material was manufactured and tested in IOXlOrdance with the referenced Specificatiollll and a report of test results. The certificalion shall
be submitted prior 10 material shipment. 36. FINAL ACCEPTANCE OF WORK Fmal acceptance of the Wodi: is subject to fina1 tes1in& and approval ofthe Wodi: by the TQWII. of Addison. 37.
WORK AREA Contnwtor shall restrict his construction activity 10 the project site. 38. CONTRACT TIME It is the Owner's desil'e 10 have the project completed and operational in as short
a time as possible. The number of calendar days for completion of the project will be&in with the date specified in the Notice to Proceed. In no instance shall the number of calendar
days for the completion ofthe Wodi: measured from the proposed date ofbe&inning exceed 45 calendar days. 139211940755 SP-9 
39. CONTRACTOR'S AFFIDAVIT OF BILLS PAID The Contractor shall be required 10 execute the form provided in Section BP prior 10 the acceptance of the project. 40. PAy ITEMS Pay items provided
are intended 10 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
10 other items of work. 41. SAMPLES AND TESTS OF MATERIALS Modify the General Provisions, Section GP S.16, Samples aod Tests of Materials. "The Contractor shall designate aod pay a recognbed
testing laboratory to perform all testing aod concrete design for this project. Such desipation shall be subject to the approval of the Engineer. All testing services that the Contractor
is required 10 provide will not be paid for separately, but shall be considered subsidiary 10 other items of work. "All samples aod tests shall be performed in accordance with the Standard
Specifications for Public Works Conslluction, North Central Teua CoIlllCU of of Governments (1983) as amended or supplemented•• 42. CONSTRUCTION STAKING Construction staldng will not
be provided by the Owner. 43. COMPYANCE WITH GENERAL RULES AND LAWS ·Contractor shall familiarize himself with the IIIIIUre IIIId extent of the specifications, site conditions, trnffic
and safety requirements, and comoly with all federal, stale and local 􀁉􀁡􀁾􀀬􀀠ordinances, rules aod reguJatioas. Contractor shall determine how compliance with requirements, laws,
rules, and regulatioas will affect hili cost, progress or performance of the Work." 44. COMPLIANCE WITH IMMIGRATION LAWS ·Contractor shall talce all steps necess!!!J' 10 ensure thai
all of the C9ntractqr's employees are authorized to work jn the United Slates as required by the Immjgratjon Reform and Cogtrol Act of1986." 139211940755 Sp..l0 
45. RESOLUIlON OF DISPUTES The parties hereby coveaant and agree that in the event of any controversy, dispute, or claim, of whatever-nature arising out of, in connection with or in
relation to the interpretation, performance or breach of this agreement, including but not limited to any claim. based on. conlrlict, tort or statute, before tilin, a lawsuit, the parties
agree to submit the 􀁾to Alternative Dispute Resolution pursuant to the laws of the State of Texas. The parties shalJ select a third party ari>itrntor or mediator from the cuneot list
of neutrals on file with the Alternative Dispute Resolution Administrator of the Dallas County District Courts. All forms ofAlternative Dispute Resolution may be used except binding
arilltralion. The 􀁰􀁾􀁩􀁮􀁬􀁬􀀶shall be conducted in acrordance with the laws of the State ofTexas. 46. DBEiMBE REOUIREMENTS All bidders and proposers shalJ malee good fidth efforts,
as defined in Appendix A of49 CFR Part 23, Regulations of the Office ofthe Secretary ofTnmsportalion, to subconlrlict 15% ofthe dollar value of the prime conlrlict to smaU business co_owned
and controlled by sociaUy and economicaUy disadvantaged individuals (DBE). In the event that the bidder for this solicitation qualifies as a DBE, the contract loa! shalJ be deemed to
have been met. Individuals who are rebuttably presumed to be sociaUy and economicaUy disadvantaged include women, African-Americans, Hispanics, Native Americans, Asian-Pacitic Americans,
and Asian-Indian Americans. The apparent successful bidder (propollet) will be required to submit information collCet1linll the DBE'. that will participate in this conlrlict. The information
will include the name and address for each DBE, a description of the worlc to be performed by each named firm, and the dollar value of the contract (subcontract). If the biddeC fail.
to achieve the conlrlict goal as stated herein, it will be required to provide documentation demonstrating that it made iood fidth efforts in attempting to do so. A bid that flIiIs to
meet these requirements will be considered nonresponsive. 47. WORKERS' COMPENSATION INSURANCE COVERAQE A. Detinilions. certmcate of Clverage (°certitleate") • A copy ofa certitieate
ofinsll1'llDCe, a certitleate ofauthority to &elf-insure issued by the Texas Worlcers' Compelllla1ion Commission (the "TWCC"), or a coverage agreement (TWCC·Sl, TWCC-82, TWCC-83 or TWCC-84),
showing statutory worlcers' compensation insurance coverage for the person's or entitY's employees providing services on a project, for the duration of the project. Duration of the Project
-includes the time from the beginning of the worlc on the project until the Contractor's/person's worlc on the project has been completed and accepted by the ,ovemmental entity. '.-.
Persons Providing Services on the Project (·subcontractor" in Section 406.096 of the Texas Labor Code) -includes aU persons or entities performinll aU orpart ofthe aervices the Contractor
has undertalcen to perform on the project, reprdless of whether-that person contracted directly with the Contractor and regardl_ ofwhether that person has 13921/940755 sp-n 
employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, ownec-operators, employees of any such entity or employees of
any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing
labor, transportation, or other service related to a project.. "Services" does not include activities unrelated to the project, such as foodlbever&&e vendors, office supply deliveries,
and delivery of portable toilets. B. The Contractor shall provide coverage, based on property reporting of classification codes and payroll amounts and filing of any coverage agreement,
which meets the statutory requirements of Texas Labor Code, §401.01l(44) for all employees of the Contractor providing services on the project, for the duration of the project. c. The
Contractor must provide a certificate of cover&&e to the Owner prior to being awarded the contract. D. If the coverage period shown on the Contractor's current certificate of coverage
ends during the duration ofthe project, the Contractor must, prior to the end ofthe coverage period, file a new certificate ofcoverage with the Owner, showing that the cover&&e has been
extended. E. The Contractor shall obtain from each person providing services on the project, and provide to the Owner: (1) a certificate of coverage, prior to that person beJinning work
on the project, so that the Owner will have on file certificates ofcoverage showing coverage for all persons providing services on the project; and, (2) no 1atec than seven daya aftec
receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the cover&&e period shown on the current certificate of coverage ends during the duration of
the project; F. The Contractor ahaIl retain all required certificates of coverage on file for the duration of the project and for one year thereaftec. o. The Contractor ahaIl notify
the Owner in writing by certified mail or personal delivery, within 10 daya aftec the Contractor knew or should have known, of any change that materially affects the provision of coverage
of any person providing services on the project. H. The Contractor ahaIl post on each project site a notice, in the text, form and Ii1anner prescribed by the TWCC, informing all persons
providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report faiIwe to provide coverage. 13921/940755 SP-12

I. The Contractor sha1I contractual.ly require each person with whom it contracts to provide services on a project to: (1) provide coverage, based on propet' repol'ting of classification
codes and payroll amounts and tllin, of any coverage agreements, wbJch meets the !ItlUUtory· requirements ofTens Labor Codes §401.011 (44) for all its employee; providing services on
the project, for the duration of the project; (2) provide to the Contractor, prior to thlI1 person beginnin,g work on the project, a certificate of coverage showin, that coverage is
beioJ provided for all employee; of the person providin, services on the project, for the duration of the project; (3) provide the Contractor, prior to the end of the coverage period,
a new certificate of coverage showing eJttension of coverap, if the coverage period shown on the curreat certificate of coverage ends during the duration of the project; (4) obtain from
each person with whom it contracts, and provide to the Contractor: a. a certificate of coverage, prior to the otha: person beginnin, work on the project; and, h. a new C«Iificate of
coverage showing exteDsion of the coverage period, prior to the end of the coverap period, if the coverage pet'iod shown on the curreat C«Iificate of coverage ends during the duration
of the project. (S) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (6) notify the Owner in writing by certified mail
or personal deliv«y, wiIhin 10 days after the person knew or should have known, ofany change thlI1 materially affects the provision of coverage of any person providing services on the
project; and (7) contractual.ly 􀁲􀁥􀁱􀁾􀀠each other person with whom it contracts to perform as required by paragraphs (1) -(7) with the certificate of coverage to be provided-to the
person for whom they are providing services. 1. By signio, Ibis contract or providing or causio& to be provided a certificate of coVerage, the Contractor is I:1lpl'C&eIlting to the Owner
thlI1 all employee; of the Contractor who wiU provide services on the project wiU be covered by worker's compensation coverilge for the duration of the project, that the coverage wiU
be based on propet' reporting of clasaification codes and payroll amounts, and thlI1 all coverage aareements wiU be filed with the appropriate insurance carri«or, in the case of a self-insured, with the 􀁔􀁗􀁃􀁾􀀧􀁳􀀠Division of Self-Insurance Regulation. Providing fahc or misleading information may subject the Contractor to administrative
penalties, criminal penalties, civU penalties or oCher civil actiODI. 13921/9040755 sp-a 
, .. ! K. The Contractor's failure to comply with any of these provisiollB is a breach of contract !:iy the Conttactor which entitles the Owner to declare the contract void ifthe Contractor
does not remedy the breach within ten days after receipt of ooUoe of breach from the Owner. The following is the form of notice of workers' compensation covenge P[1!$Cribed by the TWCC.
Pursuant to Section 110.110 (d)(7), this notice must be printed with a title in at least 3O-poinl bold type, and ten in at least 19-poinl nominsl type, and aba.U be in both English and
Spanish and any other langulIge common to the worker population. REQUIRED WORKERS' COMPENSATION COVERAGB ·The law requires that each person working on this aite or providing services
related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling or delivering equipment or materials, or providing labor
or trsnsportation Of other service related to the project, regardlea of the identity of their employer or status as an employee. ·CsU the Texas Workers' Compensation Commission (TWCC)
at (512) 440-3789 to receiver further information on the Iepl tequirements fur coverage, to verify whether your employer has provided the tequired coverage, or to report an employer'8
failure to provide coverage .• '." 139211940755 SP-14 
SECTION T TECHNICAL spECIFICATIONS 13921/940755 T-l 
SECTION T TECHNICAL SPECIFICATIONS I. GENERAL A. All materials and construction methods for this project shall be in conformance with ToWII of Addison standards and specificaiioDB and
the North CenIral Texas CoullCil of Governments "Standard SpecificalioDB for Public Wotb Construction' (1983), as amended or supplemented. When> conflicta exist, TOWI! of Addison standards
aDd specificalioDS shall lovern. II. SupPLEMENTAL STANDARDS A. All materials aDd construction methods for the traffic siBJ181 installation aDd reIocalion work shall be in conformance
with ToWII of Addison standards and specificatiODS and the Texas Department of Transportation. 1982 Staudard SpecificatioDB fur Construction of Highways, Streets and Brid,es. Wh= conflict
exists, TOWI! of Addison standards and opecificatioDB shall IOvero. m. SupPLEMENTAL LANDSCAPE AND IRRIGATION SPECIFICATIONS A. Demolition. B. Earthwod:. C. Tree Protection. D. Irrigation
System. E. Landscaping. F. LaWIIII aDd Grasses. IV. CEMENT TREATED BASE See attached Section CTB • • END OF SECTION 139'211940755 T·2 
SUPPLEMENTAL LANDSCAPE AND IRRIGATION SPECIFICATIONS .• 
DEMOLITION Geperal 1. Desuiption: Provide demolition, salvage and protection of existing structures and Irees as shown on Drawings or specified. " . ), 2 . Related work specified elsewhere:
A. Tree Protection B. Earthwork . , I 3. Notification of Ownen of Utility Lines and Equipment: Notify any corporation, I company, individual or local authority owning conduits, wires,
pipes or equipment on site affected by Demolition work. Remove such items and pay fees or costs in conjunction. Cap lines in accordance with instructions of governing authorities. This
is to include existing irrigation lines and related wiring. 4. Protections: Protect existing surfaces of building equipment or other materials scheduled to remain. Protect trees and
other vegetation. 5. Examination of Site: Before submitting proposal, visit and examine site to ascertain actual nature and scope of demolition and salvage work. Claims for extra compensation
on account ofadditional labor, materials or equipment required for difficulties encountered in demolition and salvage work will not be recognized. Execution 1. Demolition Operations:
A. Prior to demolition operations, disconnect and cap off irrigation and utility service lines not required for new construction in accordance with requirements of I governing authorities,
applicable ordinances and regulations. [f Owner deems, I ! necessary, ball and burlap predetermined plant material and relocate to Owner approved site. . j B.' Erect necessary barricades
and protective measures as required. Verify that tree protection devices are in place. C. Execute demolition ofsurfaces in a careful and orderly manner with least possible. disturbance
or damage to adjoining surfaces. D. Materials and debris resulting from demolition operations will be removed from the site. Demolition Specifications -page 1 of 2 
I E. Remove pavements, structures, utilities, and the like to the depth of their Structure. F. Leave construction areas clean and ready for other trades. G. Remove pavements sub-base
to the depth of the base materiaL H. Do not remove or damage trees or other vegetation unless noted to be removed. Salvage: Salvage items discussed in preconstruction meeting. Clean
and deliver to Town of Addison. If Owner deems necessary, have predetermined plant material professionally balled and burlapped by reputable and Owner approved company and relocated
to Owner approved site. Here these items are to be professionally planted, staked, mulched, and deep-watered. A written Letter of Guarantee of one year shall accompany all such material.
Final Grading: Refer to Earthwork for final grading requirements. End of Section Demolition Specifications -page 2 of 2 
. I EARTHWORK General 1. Description: Provide complete topsoil stripping and stockpiling, earth excavation, filling, grading, trenching, and backfilling. 2. Related Work Specified Elsewhere:
A. Tree Protection B. Lawns C. Landscaping 3. Submittals: Submit adequate samples of each proposed backfill to the site for Owners review and approval. 4. Job Conditions: A. Protections:
I. Protect reference points, bench marks and monuments from damage or discoloration. Replace or repair immediately points damaged, destroyed or dislocated. 2. Protect and IIiaintain
conduits, drains, inlets, sewers, pipes and wires that remain on property. 3. Do not leave temporary wood in concrete or fill. 4. Cover holes and trenches when work is not in progress.
Fence or barricade changes of plane more than 45 degrees horizontally and more than 3 feet vertically. 5. Provide dewatering and drainage to keep excavations free of. water. 6. Protect
adjacent surfaces and improvements outside grading limits. Repair any damage immediately. B. B. Coordination: If applicable, coordinate backfill operations with installation of subsurface
drainage systems. C. Soil Classification: Excavated materials are not classified as to type. Excavation Earthwork Specifications -page 1 of 4 
includes all material encountered at site including rock rubble and debris. Materials 1. Select Fill: Cohesive fill with liquid limit of less than 35 percent and plasticity index ranging
from 5 to 15. Select fill shall be free of any lumps or stones larger than I \I, inches diameter. 2. Imported Topsoil: A. Friable, dark loamy soil, fertile, free from rubble, stones,
clay lumps, extraneous material, plant roots and reasonably free of weeds. Topsoil containing Nutgrass or Dallisgrass will be rejected. B. Physical properties as follows: Clay· Between
7 • 27 percent. Silt • Between 28 • 50 percent. Sand -Less than 52 percent. 3. Site Topsoil: A. Suitable topsoil material is excavated from on site. B. Suitable soil is defined as dark
brown sandy clay loam or dark brown blackland topsoil free of rocks greater than I" in diameter, weeds, roots and other objectional materials. Suitable soil will be determined by the
Architect/Owner. 4. SubsoR Material: Soil excavated from construction areas free of rocks (larger than 2y, inches) and construction debris. 5. Stock PUes: Topsoil and excess subsoil
material cut from construction areas which is suitable for backfilling shall be stockpiled in separate piles as directed by Architect/Owner. Location of stock piles shall be subject
to approval of Owner. . 6. Surplus Materials: Remove from site any excess materials and excavated materials WlSuitable for use as fill and bacldill. Materials containing rubbish or debris
shall be immediately removed and legally disposed of off-site. ExecutiOD 1. PreparatioD: A. Remove abandoned, inactive utilities to point not less than 3 feet below finish grade. Plug
or cap remaining lines in manner acceptable to utility company: Earthwork Specifications· page 2 of 4 . i 
B.' Report encounter of active utilities not indicated by the Contract Documents to Architect/Owner. Disposition shall be as directed with adjustment in Contract amount. Extra payment
will not be authorized for work that could have been foreseen by careful examination of site. C. Notify respective utility companies ofdamage caused to active utilities and protect active
utilities pending instruction for disposition. , D. Strip and stockpile site topsoil and subsoil material for future use. E. If applicable, verify that drainage system is complete. F.
Verify that waterproofing is complete. 2. BackfiUiDg/Filling: A. General: I. Before filling, clean area debris, large rocks, formwork and loose material. Area to be filled shall be approved
by Architect/Owner before filling is started. 2. Prior to filling under pavements proof-roll subgrade with a rubber tired roller of sufficient weight. Weak areas or areas where excessive
pumping is noted shall be removed and replaced with Select Fill. Once the subgrade is uniformly stable, compact the area as noted herein. 3. Brace retaining walls and grade beams while
placing fill or backfill material. B. Select Fill: 1. Place under pavements in a uniform thickness. 2. Place in maximum S" lifts compacted to approximately 90% of Standard : Proctory
density at :1:3% of optimum moisture content. C. Backfill -Site: I. Prior to placing backfill, scarify surface of ground to a depth of 4 inches. Moisture content of loosened material
shall be such that first layer of fill. will readily bond to surface. Do not place fill on subgrade that is muddy,' frozen or contains frost. 2. Place in 8 inch maximum lifts and compact
to approximately8S percent of . ) Earthwork Specifications -page 3 of 4 
Standard Proctor density. T D. Backfill -Under Pavements: Follow procedures noted in C. above, except 1: compact lifts to 90% of Standard Proctor density. 1 3. Finish Grading: A. Grade
uniformly with rounded surfaces at tops and bottoms of abrupt changes in plane. Hand-grade steep slopes and areas that are inaccessible for machine work and areas around existing trees.
DO NOT cut or fill around trees unless approved by the Architect and Owner. i."B. Protect graded areas from undue erosion. Repair and regrade if required. Refill and compact where settlement
occurs. C. Grade areas to elevations and slopes indicated without depressions causing 'I pocketing of surface water or humps, producing localized runoff and gullying. .L Ponding of water
on-site is not allowed. Finish sw:faces to be not more than 0.10 foot above or below established grade as follows: 1. Lawn Areas -Provide a minimum of 6" of Imported Topsoil or Site
Topsoil over the lawn. If rock is encountered, overexcavate to a dept the one (1) foot and backfill with Topsoil. 2. In areas where fill will exceed 6" (except where Select Fill is called
for), place Imported Topsoil or Site Topsoil to a minimum 􀁤􀁥􀁾oftwo (2) feet. If more than two (2) feet of fill is required, Subsoil Material may be used to within two (2) feet of
finish grade. . 3. Planting Beds -Grade these areas to a subgrade of 6" below finish grade. Complete final backfill with prepared soil mix as provided in the landscaping section. . 4.
Cleanup: ReIfl.ove excess materials from site promptly to prevent large accuniulatioO:s. Store reusable material neatly in designated locations. Upon completion ofthe project anY remaining
surplus materials must be removed and legally disposed of off site. ' ,_L, End of Section Earthwork Specifications -page 4 of 4 
· ,, TREE PROTECTION General 1. Description: Provide protection of existing trees scheduled to remain. 2. Site Conditions: Existing trees are to be field located and displayed on the
drawings. 3. Protection: Protect trees by barricading each tree within ten feet of construction. 4. Guarantee: Guarantee existing trees against damage until final acceptance of the project.
Repair any damage which, in the opinion of the Owner, can be satisfactorily corrected. 5. Defmitions: A. DisturbancelDamage: Physical or visual change to the trees which, in the opinion
of the Owner, is detrimental to the trees being protected. Such disturbance may be caused by equipment, material or personnel. B. Violation: Damage to trees caused by any construction
or delivery vehicle, construction material storage, or disposal of solid or liquid debris shall be considered a violation. The Comractor's representative will report the observed violation
to the Owner verbally, if possible, and in writing within 7 days of a violation. The written notice shall include the date, the approximate time, the general location and type of violation.
ExecutioQ 1. Tree Protection: A. Barricadins fencins material shall be Plastic Snow fence with 6 foot tall steel T post."' ! I B. Install prior to any mobilization on the site. C. Barricade:
Instal] barricades around trees eight (8) feet and falther from construction. Place barricades at drip line or as directed by the Owner. 1 2. Maintenance: Maintain tree protection in
a newly installed condition through futa!. ".:.acceptance. 3. Penalty: If any tree is damaged and in the opinion of the Owner cannot be satisfactorily repaired, then a fine of $100 per
caliper inch will be assessed against the Contractor. Tree Protection Specifications· page I of 2 
Caliper measurements will be taken as follows: Up to and including 4" caliper will be measured 6" above ground level; and calipers over 4" will be measured 4' above ground level. ) )
End of Section Tree Protection Specifications· page 2 of 2 
IRRIGATION SYSTEM Gegeral 1. Description: Provide complete landscape irrigation system as shown on Drawings and described herein. .: ] 2 . Related Work Specified Eisewbere: A. Landscaping
B. Lawns and Grasses 3. Quality Assurance: A. Materials: I. Procedure: Comply with the Town of Addison's specifications. 2. Time: To be considered, submit substitution request in writing
7 days prior to bid opening. 3. Required Submittal Material: a. Sample proposed sprinlder. b. Manufacturer's data of sprinlder, discharge rates (GPM), minimum allowable operating pressure,
maximum allowable spacing and distance of throw. c. Detailed pressure loss computations for following zones: largest demand and fartherest from sources(s). d. Ifproposed substitute requires
a change in head and piping layout as designed, submit detailed drawings showing design changes and proposed layout. 4. Approval: Approval of proposed substitute will not relieve responsibility
. for providing a system that will operate according to intent of originallY designed system. B. Contractor: System installation must be supervised by Licensed Irrigator, licensed ".',:
by the State of Texas. and who has performed with a minimum of S co.ntinuous years of experience installing systems of this size and complexity. C. Assembly Procedures: Do not alter
design hydraulics by installing additional tees or elbows unless approved by Architect/Owner. Irrigation System SpecificatioDS • page I of 11 
i O. Testing: Perfonn required testing under observation of Architect and/or Ovmer. Give 24 hours notice that such tests are to be conducted. E. Handling of PVC Pipe and Fittings: Exercise
care in handling, loading, unloading, and storing of PVC pipe and fittings. Transport PVC pipe in a vehicle which allows the length of pipe to lie flat so as not to subject it to undue
bending or concentrated external load at any point. Any section of pipe that b.as been dented or damaged and, if installed, shall be replaced with new piping. 4. Referenced Standards:
AmeriCan Society for Testjna and Materials (ASTM. latest editjon) ASTM • 02241 Poly (Vinyl Chloride) (PVC) Plastic Pipe (SOR·PR) ASTM· 02287 Flexible Poly (Vinyl Chloride) (PVC) tubing
ASTM· 02464 Threaded Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80. ASTM· 02466 Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 40. ASTM· 02564 Solvent Cements
for Poly (Vinyl Chloride) (PVC) Plastic Pipe and Fittings. ASTM • 02855 Standard Recommended Practice for Making Solvent.:Cemented Joints with Poly (Vinyl Chloride) (PVC) Pipe and Fittings.
5. Submittals: A. Product Oata: Submit copies of manufacturer's specifications and literature . . B. Water Pressure: Prior to starting construction, determine static water pressure.
Confirm findings to Architect/Owner in writing. C. Project Record Oocuments: I. Locate by written dimensions, routing of mainline piping, remort contrpl valves, gate valves. water meters,
quick coupling valves, and other related equipment as directed by the Architect/Owner. Located mainlines. by single dimensions from pennanent site features provided they run parallel
to these elements. Locate valves, intennediate electrical cQnnections, if approved, and quick couplers by two dimensions at 90 degrees to each other provided they are within 20 feet
ofa permanent site feature. Valves, electrical connections and quick couplers beyond 20 feet must be located by triangulation using three dimensions from building corners, walk intersections
or similar junctures. . 2.. When dimensioning is complete, transpose work to mylar reproducible tracings. Tracings will be provided by Architect/Owner. Mark tracings "Record Prints".
. 􀁾􀀠! Irrigation System Specifications· page 2 of 11 
Date and sign Drawings. 3. Submit completed tracings to Architect/Owner prior to final acceptance. 4. Controller Charts: a. After as-builts drawings have been submitted and approved,
complete one ) controller chart for each controller supplied. ! b. The chart shall show the area controlled by the automatic controller and shall be the maximum size which the controller
door will allow. c. The chart is to be a reduced drawing of the actual as-built system. However, in the event the controller sequence is not legible when the drawing is reduced, it shall
be enlarged to a size that will be readable when reduced. d. The chart shall be a black line or blue line ozaIid print and a different color shall be used to indicate the area of coverage
of each station. e. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 10 mils. 5. Operation and Maintenance
Manuals Data: a. Provide 3 manuals neatly bound in a bard back three ring binder. b. Index sheet stating Contractor's address and telephone number, list of equipment with name and addresses
of local manufacturer's representative. c. Catalog and parts sheets on every material and equipment installed under this contract. d. A Letter of Guarantee for a period one (1) year
from date of acceptance. e. Complete operating and maintenance instruction on all 􀁾􀁯􀁲equipment. D. Equipment to be Furnished: I. Two (2) sets of special tools required for removing.
disassembling and'adjusting each type of sprinkler and valve supplied on this project. 2. Two (2) keys for each automatic controller. 3. One (1) quite coupler key with swivel attached
for every three (3) 􀁯􀁾􀀠fraction thereof of quick coupling valves installed. 4. Provide equipment at the conclusion of the project prior to final review. 6. CoordiDatioD: A. Coordinate
water meter installation with local water department. B. Sleeves under paving and routed through walls to be installed by Contractor. Verify locations and include on as-builts. Irrigation
System Specifications· page 3 of 11 
C. Coordinate installation of irrigation system with work ofother trades. Coordinate with Landscape Contractor to ensure plant material is uniformly watered in accordance with intent.
D. Coordinate to ensure that electrical power source is in place. Electrical service is the responsibility of the Contractor and must conform to national code standards. 7. Warranty
and Maintenance: A. Fully warranty materials and workmanship for one year after fmal acceptance. B. Provide maintenance of system, including cleaning and adjustment of heads, raising
and lowering of heads to compensate for settling, for one year after acceptance. C. Limit warranty to repair and replacement ofdefective materials and workmanship; and repair of backfill
settlement. D. Extend to Owner any warranties and guarantees provided by manufacturer to Contractor of equipment provided. Manufacturer's wammties shall not relieve the Contractor of
his liability under the guarantee. Such wammties shall only supplement the guarantee. E. Duplicate the following warranty statement and submit it bound within the Operation and Maintenance
manuals. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we have tUmished and installed is free from defects in materials and workmansbip,
and the work has been eompleted in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect c.xcepted. We agree to repair or replace any
defects in material or workmanship which may develop during the period ofone year from date of acceptance and also to repair or replace any damage 􀀢􀁲􀁥􀁳􀁵􀁬􀁴􀁩􀁮􀁾􀀠from the repairing
or replacing ofsuch defects at no additional cost to the Owner. We shall make such repairs or replacements within three (3) days time after receipt of written notice from .the Owner,
we authorize the Owner to proceed to have said repairs or replacements made at our expense and we win pay the costs and charges therefore upon demand. PROJECT: LOCATION: ',-. SIGNED:
Irrigation System Specifications· page 4 of 11 
ADDRESS: PHONE: DATE OF ACCEPTANCE: ________ Products 1. Definitions: A. Mainline: Piping from l[er source to operating valves. Pipe leading to quick coupling valves CQCV) is considered
mainline. 8. Lateral: Piping from remote control valves to irrigation heads. 2. Polyvinyl Chloride Pipe Materials: A. Polyvinyl chloride Pipe (PVC): Manufactured in accordance with standards
noted below. 1. Marking and Identifications: Permanently marked with SDR number, schedule, ASTM standard number, and the NSF (National Sanitation Foundation) seal. Provide pipe free
of blisters, internal striations, cracks, or other defects. 2. PVC Pipe and Fittings: Schedule 40, NO EXCEPTIONS. B. Flexible PVC Pipe: As manufactured by Spears, Inc., from virgin PVC
material and tested at 200 psi static pressure for two hours with a guide burst rating of 400 psi min. C. PVC Pipe Connection Materials: 1. F or slip fittings, use primer and adhesive
solvent. Cans of primers and solvents to have labels intact and stamped with date ofmanufaeture. Cans dated over two years old will not be permitted. Thinning of primer or solvent will
not be permitted. 2. For threaded fittings, PVC to PVC, or PVC to copper, use Teflon paste;',. 3. For flexible PVC, use only soLvents made for flexible pipe, such as, IPS· 795 solvent
Irrigation System Specifications· page 5 of 11 
3. Copper Pipe Materials: A. Copper Tubing: Hard, straight lengths of Type "M" only. Provide pipe free of internal striations, cracks, or other defects. Copper tube of foreign extrusion
or irrigation tubing (thin wall) will be rejected. B. Copper Tube Fittings: Cast brass or wrought copper, seat-solder type. C. Pipe Connection Materials: Threaded fittings, copper to
copper, copper to brass, copper to PVC: Teflon paste. 4. Miscellaneous Materials; A. Wire: Type UF with 4/64 inches insulation, Underwriters laboratory CUL) approved for direct underground
burial in National Electrical Code Class II Circuit (30 volts AC or less). Size according to controller manufacturer'S recommendations and consideration of length of run, but no smaller
than #14. B. Nipples: l. Nipples for lawn and shrub heads: Threaded polyethylene, nominal 112 inch by 6 inches. 2. Nipples for swing joints: Schedule 80 PVC, Type 1, Grade I. Utilize
Marlex elbow at point of connection to rotary or impact head. C. Washed Pea Gravel: Graded V. -lYo". 5. Material List: Manufacturer Model No. Description Toro 570C-4P 4" pop-up lawn
head 570S Shrub head on copper riser . 570C-12P 12" pop-up shrub head Hunter POP Rotary head Weathermatic 1l024-FCR Contamination resistant electric valve lrri-Trol MC Plus Series Automatic
Controller with pedestal where required . Buckner 30A Quick coupler valve Spears Ball valve (Female Thread) Miniclick Temperature sensor (I required for each controller) . Buckner 30AC
&-20 :y.. Coupler key &-swivel Ametek, DFW, Carson Plastic Valve boxes with locking Industries or approved equal covers and extensions as required Irrigation System Specifications -page
6 of II 
Exceution 1. Inspection: A. Examine areas and conditions under which in'igation sprinkler system is to be installed. B. Verify existing sleeves installed by others. C. Notify Architect/Owner
in writing of conditions detrimental to proper and timely completion of Work. Do not proceed until conditions are satisfactory. D. Exercise extreme care in excavating and working near
existing utilities. Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. The Contractor shall arrange to have ill utilities located
prior to beginning any work. 2. Installation: Follow Town of Addison's Irrigation Specifications in conjunction with the following guidelines. A. General: 1. Compliance: Complete installation
in strict accordance with manufacturer's ) J recommendations which shall be considered part of these specifications. 2. Staking: Stake location of each head for approval of Architect/Owner
before proceeding. Do not exceed manufacturer's maximum spacing limits. 3. Piping Layout: Piping layout is diagrammatic. Route piping around trees and shrubs to avoid damage to plantings.
Do not dig within balls ofnewly planted trees and shrubs. 4. Discrepancies: a. Point out any discrepancy between Drawings and field cob.ditions. that may affect uniform coverage. Do
not proceed until any design . change made necessary by such discrepancy is approved. ' ' b. Should changes create extra cost, approval for extra compensation' shall be obtained in writing
before commencing work:. c. Should change create a cost savings, a written reduction in contract price must be approved in writing before commencing work. ) I.'• B. Excavations: Excavations
are unclassified and include earth, loose rock, ot. combination, in wet or dry state. Backfill trenches with material, as per Addison's specifications. Ensure a minimum of 6 inches of
rock-free soil surrounding pipe. Irrigation System Specifications -page 7 of 11 
C. Water Tap: The Owner will provide water taps in approximate locations noted on the drawings. Coordinate tap installation so as not to delay system installation. D. Water Meter and
Backfiow Prevention: I. Install type and size indicated on Drawings and in materials list per Town's specifications. 2. Install in meter box per local codes and Town's specifications.
3. Install 1.0 cu. ft. washed pea gravel in bottom of box. E. Pipe Installation: " I \ I. Mainline and Lateral Piping: Install in 4 inch wide trenches with minimum of 12 inches of cover
over pipe, but no more than 18 inches of cover. 2. Trenching: Provide finn, uniform bearing for entire length of pipe to prevent uneven settlement. Wedging or blocking of pipe is not
permitted. Remove foreign matter from inside of pipes before welding. Keep inside of piping clean during and after layout of pipes. 3. Backfill: Hand-tamp and water-jet to prevent settling.
Hand rake trenches and adjoining areas to leave grade in condition equal to before installation. installation. F, PVC Pipe and Fittings Assembly: I. General: Remove extraneous material
including burrs from inside anti outside edges of new cuts. 2. Primer: Follow manufacturer's procedures for usc. 3. Solvent: Follow manufacturer's procedures to make solvent-welded 􀁪􀁯􀁩􀁮􀁾􀀮􀀠4.
Threaded Joints: Use Teflon-paste. G. Copper Pipe and Fittings Assembly: 1. Clean pipe and fittings thoroughly and buff connections with wire brush to ,I remove residue from pipe. 2.
'Flux pipe and fitting and solder connection using SO-SO soft solid corl· solder.' H. Remote Control Valves and Gate Valves: Irrigation System Specifications -page 8 of II 
I. Provide type in accordance with materials list from Town's speciiications and size accordingto Drawings. 2. Provide valves in an level position in accordance with manufacturer's specifications. " 3. Install valves in rectangular plastic valve box, centered over valve, V. inch
above finish grade. Provide valve box extensions as required, 4. Provide 0.5 c, ft. washed pea gravel in bottom of valve box. 1. Heads: I. General: Provide in accordance with materials
list, with nozzling as shown on Drawings. Change nozzle degree and trajectory if wind conditions affect coverage. Notify Architect/Owner ofchanges. Install heads adjacent to walks and
curbs 2 inches clear ofpaving to allow for edging equipment. 2. Shrub Heads: Provide spray nozzles on copper tube risers attached to lateral piping with Poly nipples, sufficiently high
to water over plantings and plants when they have reached their ultimate growth, or as directed by Architect/Owner. Firmly tamp soil around copper riser and leave plumb, 3. Lawn Heads:
Attach heads to 1ateraI piping with polyethylene nipples. Firmly tamp soil around base plate and leave head plumb. 4. High-Pops: Attach to lateral piping with polyethylene nipple. Use
bottom connection only unless otherwise directed by Architect/Owner. Provide strainer in each head. If conditions warrant, funny pipe installations are permissible with Owner approval.
5. Rotary Heads: Install on swing joints using Schedule 80 nipples, threaded fittings and a Marlex elbow at point of head connections. Polyc:thylene nipples are allowed in areas not
to be tractor mowed. ,i " J. Quick Coupling Valves (QVC): Provide in accordance with materials list and install on swing joints using Schedule 80 nipples., • K. Wiring: I. Provide wire
from controller to remote control valves. Conduit is not required for U.F. wire, unless otherwise noted.. Tuck wire under mainline'· . piping. 2. Make wire connections with direct burial
King splices according to Irrigation System Specifications -page 9 of II 
manufacturer's installation procedures. 3. Provide a separate lead wire with red insulation from controller to each remote control valve. Provide a common neutral wire with white insulation
from controller to valves served by a particular controller. 4. Provide 24 inch long expansion coil for each wire at valves and a 6 inch expansion loop at places of directional change.
L Controller: 1. Provide according to Owner's recommendations. 2. Locate with approval ofOwner. Mount on wall or pedestal, as determined by Owner. 3. Breaker box with 115V power supply
will be supplied to controller by other trades. Complete connection in rigid metal conduit in accordance with applicable electrical codes using watertight fittings. 4. If approved, securely
fasten conduit permanently to wall in manner appropriate for wall material. 5. Connect one valve per zone. Sequence zones in logical progression. M. Temperature Sensor: Provide securely
mounted on bottom of controller. 3. Testing: Test laterals and mains for a period of one hour in the presence of the Architect/Owner. If leaks or pressure drops occur, correct defect
and repeat test. 4. Final Adjustment: A. Make final adjustments of irrigation system prior to Architect/Owner final: inspection. B. Flush system by removing nozzles from heads on ends
of lines and operating system. C. If needed, adjust each section for operating pressure and balance to other sections by use of flow adjustment on top of each valve. D. Adjust nozzling
for proper operation, alignment and coverage. Prevailing wind conditions or slopes may indicate that arc of angle or trajectory ofspray should be other than as shown on Drawings. Change
nozzles to provide correct coverage. Irrigation System Specifications -page 10 of 11 
Notify ArchitectlO..wer of changes. E. Carefully check zones verifying plantings are uniformly watered. 5. Cleanup: Keep site clean of unused materials and debris. Leave site in broom
clean condition daily. End of Section Irrigation System Specifications· page 11 of 11 
LANDSCAPING Geperal 1. Description: Provide complete landscaping as specified and described herein. 2. Related Work Specified Elsewhere: A. Irrigation System 8. Lawns and Grasses C.
Earthwork 3. Quality Assnrance: A. Comply with applicable Federal, State, County, and Town regulations governing landscape materials and work. B. Architect/Owner reserves the right to
review materials at growing site .. C. Observation at growing site does not preclude right of rejection at job site. Plants damaged in transit or at job site shall be rejected. D. Personnel:
Employ only qualified personnel familiar with required work. 4. Referenced Standards: A. American Standard for Nursery Stock, Edition approved May 2, 1986 by American National Standards
Institute, Inc. (Z60.1 • 1990) • plant materials. B. HoTtus Tb.Ud. 1976 -Cornell University· plant nomenclature. C. ASTM: American Standard Testing Material-sharp sand S. Submittals:
A. Samples: Provide representative quantities ofsandy loam, sharp sand, bark mulch, soil amendment, and soil saver. Samples shall be approved by Architect/Owner before use on project.
B. Submit three representative samples of each variety of ornamental trees, shrubs, and groundcover plants for Architect/Owner approval. When approved, tag, install and maintain as representative
samples for final installed plant materials. . Landscaping Specifications -page 1 of 7 
C. File Certificates of Inspection of plant material by State, County and Federal authorities with Architect/Owner, if required. 6. Product Delivery, Storage and Handling: A. Preparation:
1. Balled and Burlapped (B&B) Plants: Dig and prepare shipment in a manner that will not damage roots, branches, shape, and future development. Allow to properly cure prior to transporting.
2. Container Grown Plants: Deliver plants in container sufficiently rigid to hold ball shape and protect root mass. B. Delivery: I. Deliver packaged materials in sealed containers showing
weight, analysis and name of manufacturer. Protect materials from deterioration during delivery and while stored at site. 2. Deliver only plant materials that can be planted in one day
unless adequate storage and watering facilities are available on job site. 3. Protect root balls by heeling in with saw dust if not planted within 24 hours of delivery. 4. Protect during
delivery to prevent damage to root bailor desiccation of leaves. Keep plants moist at all times. Cover all materials during transpOrt. 5. Notify Architect/Owner ofdelivery schedule 48
hours in advance so plant material may be observed upon arrivai at job site. . 6. Remove rejected plant material immediately from site. 7. Do not lift, move, adjust to plumb, or otherwise
manipulate plants by trunk "" or stems to avoid damage or stress. 7. Job Conditions: A. Planting Restrictions: Perform actuaI planting only when weather and soil conditions are suitable
in'· accordance with locally accepted practice. B. Protection: Landscaping Specifications -page 2 of 7 
1, Do not move equipment over existing or newly placed structures without approval of Architect/Owner. 2. Provide board-roading as required to protect paving. 3. Protect other improvements
from damage, with protection boards, ramps and protective sheeting. C. Utilities: 1. Determine locations ofWlderground utilities and perform work in a manner which will avoid possible
damage. Hand excavate, if required, to minimize possibility of damage to undergroWld utilities. 2. Coordinate work with irrigation contractor to prevent damage to Wlderground sprinlder
system. D. Grades: Refer to Earthwork section for planting bed depths. 8. Warranty: A. Wananty plants and trees for one year after filial acceptance. Replace dead materials and materials
not in vigorous, thriving condition as soon as weather permits and on notification by Architect/Owner. Replace plants, including trees, which in opinion of Architect/Owner have partially
died thereby damaging shape, size, or symmetry. B. Replace plants and trees with Same kind kind and size as originally planted, at no cost to Owner. Provide one year wananty on replacement
plants. Trees should be replaced at start of next planting or digging season. In such cases, remove dead trees immediately. Protect irrigation system and other piping conduit or other
work during replacement. Repair any damage immediately. ' C. Wananty excludes replacement of plants after filial acceptance because of injury: by storm, drought, drowning, hail, freeze,
insects or diseases. D. At end ofwammty period, staking and guying materials shall be removed from the site by the Contractor at no additional costs. 9. Maintenance: A. Water: Will be
available on site. Provide necessary hoses and other watering' equipment required to complete work. B. Maintain plantings and trees by watering, cultivating, weeding, spraying, cleaning
Landscaping Specifications -page 3 of 7 
and replacing as necessary to keep landscape in a vigorous, healthy condition and rake bed areas as required until final acceptance. C, 'Coordinate watering schedules with irrigation
contractor dwing installation and until final acceptance. Provide supplemental deep root watering to newly installed trees. Product, 1. Plants: A. General: Equal to well-fonned No.1
grade nursery stock. Listed plant heights are from tops of root balls to nominal tops of plants. B. Shrubs and Ground Covers: Nursery grown, healthy, vigorous, of nonnal habit of growth
for species, free from disease, insect eggs and larvae. Specified sizes are before pruning and measured with branches in normal position. Plants shall be well rooted and established
in the container. C. ' Ornamental and Shade Trees: Healthy, vigorous, full·branched, well-shaped, symmetrical, trunk diameter and height requirements as specified. Balls shall be firm,
neat, slightly tapered and well·bur!apped. Trees with loose or broken balls at time of planting shall be be rejected. Trees will be individually approved by Architect/Owner. Root balls
shall be 9 inches in diameter for each inch caliper, measured 6 inches above root ball for up to 3 inch caliper, and 12 inches above root ball for trees larger than 3 inch caliper. Trees
shall be free of scrapes, bark abrasions, split branches, mistletoe or other parasitic growth. 2. Soil Preparation Materials: A. Sandy Loam: 1. Friable, fertile, dark, loamy soil, free
of clay lumps, subsoil. stones, and other extraneous material and reasonably free ofweeds and foreign grasses. , Loam containing Dallisgrass or Nutgrass shall be rejected. 2. Physical
properties as follows: Clay -between 7 -27 percent Silt -between IS • 3S percent Sand -less than S2 percent 3. Organic matter shall be 4-12% of total dry weight. B. Sharp Sand: Clean,
washed sand, (fine aggregate) ASTM C-33. Landscaping Specifications· page 4 of 7 
C. Organic Soil Amendment: Commercial grade decomposed compost similar to Back-To-Earth products. D. Commercial Fertilizer: 10·20-10 or similar analysis. Nitrogen source to be a minimum
50% slow release organic Nitrogen (SCU or UF) with minimum 8% sulphur and 4% iron, plus micronutrients. 3. Miscellaneous Materials: A. Steel Edging: 1;8" x 4" Ryerson or approved equal.
B. Mulch: Shredded hardwood bark. C. Guying materials for Trees: I. Wire: 12 gauge, single strand, galvanized wire. 2. Rubber hose: 2 ply, fiber reinforced bose, minimum V. inch inside
diameter. Color: Black D. Soil Saver: Jute mesh, 4 foot wide rolis. E. Wrapping Material: Waterproof crepe tree wrapping paper. Executiog 1. Inspection: Examine subgrade upon which work
is to be performed and verify 􀁣􀁯􀁮􀁤􀁩􀁴􀁩􀁯􀁾􀀠under which work is to be performed. Notify Architect/Owner of unsatisfactory conditions. Do not proceed with work until unsatisfactory
conditions have been corrected in manner acceptable to Owner. 2. Tree Planting: A. Stake tree tree locations for approval by Owner. B. Tree Pit Excavation: Excavated soil may be used
for backfill provided it is approved by Owner. Backfill must be free of subsoils, rock, 􀁣􀁡􀁬􀁬􀁣􀁨􀁾􀀬􀀠and other extraneous material. If backftll is not acceptable, use sandy loam.
C. Shade Trees: 1. Plant in pits 2 foot greater in diameter than root balls. 2. Bacldill to depths of root with Sparts excavated soil or sandy loam and 1 part organic amendment. Remove
excess excavated soil from site. Landscaping Specifications -page S of 7 
Carefully settle by watering to prevent air pockets. 3. Note that tree upJights may be installed adjacent to trees. Take care not to disturb units or conduit. 4. Coordinate required
depth with Owner in areas of paver installation. Remove any rwine around trunks of B &: B plant material and cut off the top % of any wire baskets. D. Omarnental Trees: 1. Plant in pits
12 inches greater in diameter than tree ball, backfill with 5 parts excavated soil or sandy loam and I part organic amendment. Remove excess excavated soil from site. Carefully settle
by watering to prevent air pockets. 2. Determine direction of staking and rotate plants in pit to take advantage of optimum stem orientation. Remove any twine around trunks of B &: B
plant material and cut off the top Va of any wire baskets. 3. Tree Saucers: Form a 4 inch high saucer around each new tree including omarnentals for deep watering. Contractor is responsible
for deep watering until final acceptance. 4. Tree Guying: A. Guy trees immediately following planting operation. Take precautions during guying operation to prevent damage or injury
to branches. Orient guy wires within each cluster or row of trees in same direction B. Utilize 6 foot T-post and drive into ground sufficient depth to assure rigidity. Loop wire through
hoSe and route both around crotch of major branch. Securely fasten loose ends at T -post by twisting together. Tighten wires to taught condition by inserting screw driver between wires
at midpoint and rotating. Allow. no wire to rub against branches or trunk. 5. Pruning of New Trees: Prune trees to preserve natural character of plant in a manner appropriate to its
particular requirements in the landscape design as . directed by Architect/Owner. In general, never remove greater than one-third of wood by thinning. Do not cut back terminal branches.
Remove sucker growth and broken or badly bruised branches. Thin field collected trees heavier than nursery grown plants. . 6. Tree Wrapping: Wrap nursery grown trees. Extend wrapping
from ground to a a poiri! immediately below lowest branch of each tree or as directed. Securely fasten in place with tacks or staples, so wrapping will remain in place 2 years. Landscaping
Specifications -page 6 of 7 
7. Steel Edging: Provide steel edging at interface of planted areas and lawn areas unless indicated otherwise. Set edging as indicated in true lines as designed with top of edging two
(2) inches above finish grade on lawn side. 8. Prepared Soil: Provide six (6) inches of thoroughly mixed prepared soil for shrubs, ground cover and seasonal color as follows: I part
sandy loam I part peat moss I part sharp sand Add 4 pound commercial fertilizer per 100 SF of bed area and mix thoroughly, Rotor till to a minimum depth of 6"·8". 9. Shrub and Groundtover
Planting: Place plants in position on bed areas before cans have been removed, Obtain approval from Architect/Owner. Architect/Owner reserves the rights to interchange or shift locations
of plants prior to planting. Do not remove burlap from B & B plants. Plant where located, setting plants with tops of balls even with tops of beds and compact soil carefully around each
plant ball. Water thoroughly to eliminate air pockets. Carefully prune plants to remove dead or or broken branches and hand-rake bed areas to smooth even surfaces. 10. Potket Planting:
A. Plants having a spacing of 3 feet on center or greater can be pocket planted. Excavate pit 12 inches larger than diameter of container. Backfill with prepared soil. B. Remove all
vegetative growth including root systems from unexcavated areas between plant pits. Cultivate to a depth of six (6) inches. Rake smooth. C. Top dress entire area as specified. 11. Jute
Mesh: Install soil saver on slopes greater than 3: 1 ratio in accordance with. manufacturer's directions. 12. Top Dressing: After planting has been completed and approved by Architect/Owner,
top dress bed areas with shredded hardwood bark mulch to a minimum of 2 inches deep. Delay this operation until near final acceptance. ' 13. Cleanup: Keep premises neat and orderly including
organization of storage areas;'. Remove trash and debris from excavated planting areas, preparing beds, or planting plants from site daily as work progresses. Keep paved areas clean
by by sweeping or hosing. . Landscaping Specifications· page 7 of 7 
LAWNS AND GRASSES General 1. Description: Provide topsoil, fine grading, fertilizer, sodding and hydromulching ofeither Bermuda grass or Ryegrass followed by a subsequent Bermuda application.
Grass varieties are to preapproved by Owner. 2. Related Work Specified Elsewhere: A. Irrigation System B. Landscaping C. Earthwork: 3. Product Delivery, Storage and Handling: A. Deliver
fertilizer, as specified, to site in original. sealed containers bearing manufacturer's guaranteed statement of analysis. B. Store fertilizer in weatherproof location. 4. Quality Assurance:
A. Water: Water will be available on site. Provide necessary hoses and other watering equipment required to complete work. B. Maintenance: Until fmal acceptance and until an approved
stand of grass is achieved, maintain plantings by watering. cultivating. mowing. weeding. spraying, cleaning and replacing as necessary to keep plants in a vigorous, healthy condition.
1. Watering: As necessary to keep top 2 inches of soil moist. Coordinate with Inigation Contractor. 2. Mowing: Mow newly planted grass areas weekly after initial growth.: reaches 2Y..
inches. 3. Weeding: Remove weeds and foreign grass over plant areas at least olice a week. Herbicides may be used only when approved by ArchitectJOwner. S. Condition of Surfaces: Lawn
areas will be graded with a minimum of 6 inches of. topsoil as provided in Earthwork: section. If in the opinion ofthe ArchitectJOwner the soil is compacted, rotor till to a depth of
4 inches. Lawns and Grasses Specifications -page 1 of 4 
6. Acceptance: The work will be accepted when a completed, undamaged stand of grass is achieved as approved by Owner. 7. Seeding Schedules: Bermuda grass, complete between May 1 and
September 15. 8. Sodding Schedules: A. Sodding operations can be performed year round weather permitting. Do not install sod on frozen ground or if forecast calls for freezing conditions.
B, Do not place sod without prior approval from Owner. Materials 1. Grasses: A. Seed: Bermuda grass (Cynodon dactylon): Extra fancy, hulled and treated lawn type seed with purity of
95% or better and gemination of 85% or better and per requirements of Texas Seed Law. Weed content less than v,%. No noxious weeds. B. Sod: Kentucky (KY-31) Fescue and Common Bermuda
Grass (Cynodon dactylon). Free of foreign weeds and grasses. Cut sod with a full % inch heavy clay soil covering roots. Do not cut sod more than 48 hours prior to planting. 2. Fertilizer:
A. Provide a complete fertilizer, part of elements of wroch are derived from organic sources and shall include trace elements. Fillers to be sulphur and iron sulphate. 1. First Application:
10-10-10 or similar analysis with minimum 8% sulphur and 4% iron, plus micronutrients. . 2. Second Application: 20-5-10 or similar analysis. Nitrogen source to be a: , minimum 50".4
slow release organic Nitrogen (SCU or UF) plus minimum. • 8% sulphur and 4% iron plus micronutrients. ... 3. Mulch Fiber: Virgin wood fiber for hydromulch -Weyerhauser or Conweb'with
green color additive. 4. Taekifier: Natural, non-asphaltic vegetable gum with gelling and hardening agents. S. Sharp Sand: Clean. washed sand (fine aggregate) -ASTM C-33. Lawns and Grasses
Specifications· page 2 of 4 
Executiqn 1. Preparation: Grading: VerifY that lawn areas have been graded as provided In Earthwork. 2.· Final Grading/Seed Bed Preparation: A. Loosen areas to be grassed and fine rake
to break up lumps and produce a smooth, even grade, free from unsightly variations, ridges or depressions. B. Remove and dispose ofstones one (I) inch or larger, sticks, roots, other
debris and grass stubble exposed during this operation. C. Do not vary final grades more than 0.1 foot from finish elevations. D. Receive approval of fme grading from Owner prior to
grass planting. 3. Fertilizing: A. First Application: Distribute 10-10-10-fertilizer uniformly at rate of IS pounds per 1,000 square feet after initial germination. B. Second Application:
Repeat fertilization with 20-5-10 commercial fertilizer after first two cuttings at rate of IS pounds per 1,000 square feet. C. Water: Immediately water in fertilizer after each application.
4. Grass Planting: A. Sodding: After final grading, place sod so edges are touching. Lay across any changes in elevation. Lightly top dress with sharp sand to fill voids and grade smooth.
Roll to eliminate undulations. B. Hydromulching: 1. At time of seeding, soil to be moist but not muddy and wind velocity shall not exceed 10 miles per hour. Add water if required to
moisten soil. 2. Hydromulch Bermuda grass seed evenly at a rate of two (2) ·pounds per 1,000 square feet with wood cellulose fiber at a rate of fifty (50) pounds per 1,000 square feet.
3. Add tackifier to mix for slopes 4:1 or greater at a rate of one (l) pound per bag of mulch. Lawns and Grasses Specifications -page 3 of 4 
S. Performance: A. Establish a dense lawn of pennanent grasses, free from Iwnps and depressions. B. Reshoot any area failing to show Wlifonn cover. Such replacement shall continue until
a dense lawn is established. Scattered bare spots will not be allowed. C. Mow and edge lawn a minimwn of three times, each time after lawn has reached a height of 2Y. -3 inches. Mow
to a height of 2 inches. 6. Grade Maintenance and Erosion Damage: A. Maintain original grades of lawn areas after commencement of planting and during maintenance period. B. Provide surface
repair to ruts, ridges, tracks. Replant areas required for final acceptance. 7. Acceptance: The work will be accepted when a completed, undamaged stand of grass is achieved, as approved
by Architect/Owner. 8. Clean Up: Keep premises neat and orderly including organization of storage areas. Remove trash and debris resulting from lawn preparation from site daily as work
progresses. Leave paved areas in a broom clean condition by sweeping or hosing. Lawns and Grasses Specifications -page 4 of 4 
SECTION CTB CEMENT TREATED BASE t392tJ9.407SS CTB·l 
SECTION CfB CEMENT TREATED BASE 1.0 GENERAL 1.1 Description Cement Treated Base (CfB) sbaIl consist of aggregate. cement and water uniformly mi:&ed in a central plant. uansported to
the project, spread. compacted. shaped. finished. and cured in acoordance with these specificatiollB. It sbaIl coaform to the 1ine6, grades. thick:Deasea and typical cl"OBII-secnon shown
on the plans. 2.0 MATERIALS 2.1 Cement Cement sbaIl comply with the -'-specificaliOllB fot Portland cement-ASTM C 150 (TypIo I) or Portland·ASTM C 595 (TypIo lP). 2.2 Water Water sbaIl
be free from .."'stances deleterious to the !J.ardeaiq of the Cement Treated Base. 2.3 Aggtegsle The aggregate may be any BJ1IlIuIar material. ot combinations of agaregat1!8 that will.
when mi:&ed with adequate amounts of cement and water. produce laboratory mi:& desian Unconfined Compression Test strengths as specified in paragtaph 2.5 in accordance with ASTM D 1633
Method "A". The preceding IeIIts will utilize the Moistum-Density Rtilation as cIeterJ.niafd by ASTM D·558; AASHTO T ·134. The agaregsle size sbaIl meet the requirements ofTexas Stale
Department of Highways and Public Transportation -1982 Standatd SpecificaliOllB of Highways. SIIeet8 and Bridges. "Item 274.2(3) Cement Stabilized Base • Base Materials." 2.4 Laboratory
Mix Desian Test results sbaIl be submitted by the suppli« of the CfB material to the Engineer/Arcl1itect fur approval. 2.5 SIrenith Requirements The unoonfined compressive streIJiIhs
required for the CfB material. will be as fullowB: 2.5.1 Class A CfB; 400 psi • seven days 13921J94G755 CTB-2 
3.0 EQUIPMENT 3.1 Description Cement Treated Base may be constructed with any combination of machin ... or equipment that will produce the results meeting these specifications. 4.0 CONSTRUcnON
METHODS 4.1 Prepanuion Before other constJ:uction operations ate begun. the ...... 10 be paved sha1I be graded and shaped as required 10 teeeive the Cement Treated Base in eonfol'DllillCe
with the grad.... lines, thicknesses and typical cross-section shown on the plans. UlIB1lilable subgrade soil or material sha1I be removed and replaced with acceptable soil. The subgrade
sha1I be fum and able 10 support without displacement of the C<lIIStnlction equipment and the compllCtion hereinafter specified. Soft or yielding subgnule sha1I be corrected and made
stable before coll8lnlellon proceeds. 4.2 Centtal Mixing Plant The -agrepte. cement and WI/« sha1I be mixed in • pili mill as approved bY the Engineerl Architect. The plant sha1I be
equipped with feed and metering devi_ that will add the aggregate, cement and water inlo the IIIint in the specified quantities 10 produce a mixture that will meet or exceed the mix
design criteria as IIated above. The alJllll'll'l!e and cement sha1I be mixed sufficiently 10 prevent cement balls from forming when the mix water is added. The mixing lime sha1I be
sufficient 10 assure an intimate, uniform mixture of qgreaate. cement and water. The percentage of moisture in the aggregate. at the time of cement application sha1I be the amount that
IISSIIreS • uniform and intimate mixture of aarepte and cement during mixing operations. It sha1I not exceed the specified moisture conteat required ror adequate compaction. Free __
10 the plant sha1I be provided 10 the Engineerl Architect, his inspecIor and his designated Commercial Testing LaboraIory foe COI1IittUdion quality control. The mixture sha1I be hauled
10 the paving ...... in tnIcb having beds cleaned of deleterious material. 4.3 Placement and Compaction The mixture sha1I be placed on a moistened subgnule in a uniform layer by any
approved method of spreading that will deposit the required quantity per lineal (00(. without segrep.tion, 10 produce • unirormly compacted haae eonformin,lo the gnuIe and cross-Uoo.
Not IDDI'II than 30 minutes shall elapse between pJacclDIiII1 of CTB in adjaceat lanes at any location except at longitudinal and transverse coII8InIeIlon jointa. No CTB mixture shall
be placed when the subgrade is, frozen or when the air IeIrlperatUre is I.... than 40° F in the shade. The Engineer/Architect may allow placement when the temperature is, 3So F and clearly
risin,. 139211940755 
Compaction sbalI start lIS IlOOII lIS possible after spreading. The elapsed limo betweea the addition of water to the ern mixture and the start of compaction sbalIDOt exceed 60 minU1e8
WIder normal cooditions. The Eagine...-/Architect may aIt« Ihis limo if CIlvironmental conditions, such 13 t.emperature, humidity or wind cooditiOll8 would justif,y SIICh • <:hange.
Laboratory tealS may be required to verif,y <:hanges in compaction limo limits. At the start of compaction, the pen:entage of moisture in the mixture sbalI !lOt be more than one pen:entage
point below or two pen:entage points above the specified optimum moisture content, and sbalI be less than that quantity which will cause the Cement Treated Base mixture to become unstable
during compaction and finishing. 'The specified optimum moisture content and density sbalI be delermined in the field by • Moisture-Density Test, AASHTO T 134 or ASTM D 558, on representative
samples of Cement Treated Base mixture obtained from the area prior to compaction. Prior to compaction, the mixture sbaII be in • 1_coodition for its full depth. The loose mixtore sbaII
thea be compacted uniformly to the specified density. During compaction operations, initial shaping may be required to obtain uniform compactioD and required grade and cross-section.
4.4 Finishing When initial compaction is completed. the IllUface of the Cement Treated Base sbalI be shaped to the required lines, &tlIdes and cross section. The moisture content of
the IllUface materia1 sbalI be maintained at DOt less than ita specified optimum moisture <:00_ durin, finishin, operations. If any reshaping of the IllUface is necessary, it abalI be
liehtly acarified to remove any compaction planes, scales or smooth 8IIt'faces left: by equipment. Final compaction abalI than be <:ootinueci Wltil uniform and adeqllllte density is
obtained. The ern sbalI beuniformly compacted to • minimum of 961\\ of maximnm density. Compaction and finishin, sbaII be done in SIICh • manner 13 to produce, in !lOt loqer than two how:s, • • smooth, dense
surface free of compacIiOll planes, cracks, ridees, or Ioooe material. 4.5 c:urin, After' the ern bas been finished 13 specified herein, it abalI be protected lIpinst drying for I!eVCli
days by the application of. bilumi!lOlJ8 prime coat, or otbet acceptable methods.: The finished ern abalI be kept eootinually moist unti1 the curin, maIeriaI bas been pt.ced •. The curin,
maIeriaI sbaII be applied lIS BOOIlI3 possible, but DOt 1ater than at the end of each day's consttuction. . Ifthe bib.lminOll8 elite is used: 13921J1J407SS 
4.5.1 Curin&, BilUminow! Prime Coat At the lime the bilUminow! prime coat is applied, !be Cement Treated Base 6II:I'faI:e shall be dense, shall be free of all loose IIIId ex._ material
IIId shall contain sufficient moislute 10 p....ve.ut excessive penetration of !be bitominou.s material. The bilUminow! prime coat specified shall be lllliformly applied 10 !be 6II:I'faI:e
of!be completed Cement Treated Base at !be rate of approximately 0.1 gallons per square 􀁹􀁾􀀠with apptOVed heatioa IIIId distributing equipmeot. The exact rate IIId tempentw:e of applicalion
for complete coverage without excessive runoff will be approved by the EnaineulArohilect. Sbould it be necessary for construction equipment or other traffic 10 use !be bitominous-coveted
6II:I'faI:e befono !be bitominou.s prime coat has cured suffici .... dy 10 pnovent ·piclc-upa·, sufficient amnular cove.!" shall be applied befo .... such use. The curina material shall
be maintained by the cont.ractor during the seven day protection period 80 that all of the Cement Treated Base will be coveted effectiVely during this period. Finished portions of Cemeot
Treated Base that aft> traveled on by equipmeot u.sed in coasttuctioa an adjoinine aection shall be protected in such a manner IS 10 p....vcot equipment from marrioe or damagioa completed
won:. Cement Treated Base shall be protected for three days afteoo its construction IIIId wtil it has 􀁾􀀮􀀠4.5.2 Curin&, Othu Methods If curina is acbieved by methods other than Bitominou.s
Prime Coat, !be Engioee.rlArohilect must approve and curing must be pe.rformed in IICCOrdance with manufacturer'. nocomrne:ndatioos. 4.6 Construction Joints At the .... d of each day's
construction a traosv_ construction joint shall be formed by cuItioa back inlO the completed won: 10 form a full depth vertical face. Cement Treated Base for Iaree, wide _ shall be built
in a series of parallel Iaoes of COIlveoient length IIIId width meeIioa !be approval of !be Engioee.r/Arcbitect. Looeitudioal joints shall be formed at the edge of each day's coasItIIctiOll
by cuttioa back into !be compIeIed won: 10 form a full depth verti<:al face free of loose or shaIteced materials. 4.7 Traffic Completed portions of Cement Treated Base may be opened
immediately 10 lieht traffic IIIId 10 ' construction equipment provided the curina material or 6II:I'faI:e is not impaired IS specified in 4.5. The section may be opened 10 all traffic
afteoo !be three day curina period provided the Cement Treated Base has 􀁾􀁥􀁤sufficiendy 10 pnovent marring or distorting of !be 6II:I'faI:e by equipment or traffic. 139l119407SS CTB-S

-' 4.S Maintenance The contractor shall be required within the limits of his contract to maintain the Cement Treated Base in good condition until all work has been completed and accepted.
MainIellaDce shall include immediate repairs ofany defects thai may occur. This work shall be done by the contractor at his own expense and repeated as often as may be Dec,,"·ary to
keep the area continuously 􀁩􀁮􀁾􀁴􀀮􀀠Faulty work shall be corrected. Any low areas shall be remedied by replacing the material for the full depth of Irealme.Dt rather than by adding
a thin layer of Cement Treated Base to the completed work. 5.0 CONSTRUcnON QUALITY CONTROL PROGRAM To insure thai the conslnlction phase of the Cement Treated Base is in accordance with
the provisions of these specifications, the following quaIity control testing program will be performed by a testing laboratory retained by the Contractor and approved by the EngineerlArchitect.
5.1 Establish the field moisture density curve in accordance with ASTM D SSS or AASHTO T 134 (Stsndard Compactive Effort). The results of this lest performed on representative samples
of Cl'B obtained from the area being pm: ed II a time of about midway lhrouKh the initial compaction phase will establish the optimum moisture contenl to be incorporated at the central
mixing plant and the maximum density will serve as a basis for establishing the density for acceptance. 5.2 The Field-Density of the compacted Cl'B mixture shall be deletmined 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 materisI 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 maIerisl shall be determined by compressive tests at seven (7) days in accordance with
ASTM D IS33, Paragraph 5, 'Test Specimens.' Paragraph 5.1.1, Method A specifies mold size. Specilbeos will be molded in accordance with ASTM D SSS Method B. 5.4 Visual inspection of
loose and compacted thickness of the Cl'B layer will be included in the report as well as observations on surface acaIing, COII8IrucIion joints and curing. 6.0 MEASUREMENTS AND BASIS
OF PAYMENT 6.1 Measurements This work will be measured in square yards of completed and accepted Cement Treated Base COW&e. 139111940755 
6.2 Basis of Payment This work will be paid for at the conlract lIIIit price per square yard ofcompleted and accepted Cement Treated Base course. Contract lIIIit pri""" will be full
payment for tbmishiq III materials, equipment, tools, labor, and incidemals nee ry to complete the work and to W"Y out the main_ provisiooa in these specificatiOl1B. No 11110_ will be
made for any materials used or work done outside the line8 established by the Ensin-IArchitect uru""" approved in writing prior to the work. END OF SECTION 139211940755 CfB-1 
APPENDIX 139211940755 
I ,I /:1 , t.t:.!·..oI" ,, . , /TOAI SALI. TAX .IXiUmON CIRTIFlCATe • -, .. • I I l I , 􀁾􀀠 􀁾􀀠 I......IPIII .................... I.... '-....................._"......􀁾􀀠 _Irll",III,..............
........III: a.II"'" .. __ .....,.. I.... 1M .........111 I II "'. __..a'IIIIII' .... '1'1 " • ..-u TAl IXIMPT USI I' POLITICAL SUlDryrSIGI G' • I ",.I"" ..It II • "'ltd•.,.............•
tile ... .., ..... 1__.. 1--., • ..,...." Clr'dflatedie \11M .f ......_. .... .. UIIIIII 1ft • 1IIIfII. ..... .......... J II 1ft .... cwdflaar:' .............-.....IIIIY .... 1'IftII1I
.... IIIIIftt ...... ..."... ._ ......------.oJNO'!!!!::.T.: T'IIIII -..I'" _ ....... 1M _m ....-.. • _ ••FIE 1'H1I CUTI"CAf" DOU NOf' ttlQU11II A NUII.1It 1'0 II VA£ID. 1"l1lI mil'
III ........ fwN..... Ie lilt .,,'1'........ 1M &1,1..111