PROJECT MANUAL FOR INTERSECTION IMPROVEMENTS BELT UNE ROAD AND MARSH LANE 1 ANi> BELT UNE ROAD AT BUSINESS AVENUE FOR TOWN OF ADDISON, TEXAS I I I ] I I ! ESPEY, J HUSTON & ASSOCIATES,
INC.I Engineering & Environmental Consultants ! j 
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CONSTRUCTION SET ISSUED BY TOWN OF ADDISON PUBLIC ORKS DEPARTMENT NAME: TE: __' Document No. 940233 . EH&A Job No. 15225 PROJECT MANUAL FOR INTERSECTION IMPROVEMENTS BELT LINE ROAD AND
MARSH LANE ANI;) BELT LINE ROAD AT BUSINESS AVENUE! FOR TOWN OF ADDISON. TEXAS Prepared for: Tpwn of Addison P. O. Box 144 Addison. Texas 75001 Prepared by: Espey, Huston & Associated.
Inc. 13800 Montfort, Suite 230 Dallas. Texas 75240 May 1994 
SECTION MB MAINTENANCE BOND 152251940233 MB-l 03/94 
SECTION MB MAINfENANCE BOND STATE OF TEXAS COUNTY OF DALLAS That _________________ 88 principal and _________ _____________, a corporation organiTPA undec the laws of ______ and as suretieli,
said suretieli being authorized to do business in the State of Texas, do hereby expressly acknowledge themselveli to he held aod bound to pay unto the Town of Addison, a municipal corporation,
chartered by virtue of a Special Act ofLegislature of the State of Texas, as Addison, Dallas County, Texas, the sum of ($ ) for the payment of which sum will and truly to he made unto
said Town of Addison and its successors, said principal and suretieli do hereby bind themselves, their assigns and successors, jointly and severally. This obligation is conditioned,
however, that whereas said bas this day eotered into a written contruct with the said Town of Addisoo to build and construct the 152251940233 MB-2 
which contract and the Plans and Specifications therein mentioned adopted by the Town of Addison, ate hereby expressly made a part hereof as thoup the same were written and embodied
herein. WHEREAS, under the Plans, Specifications and Contract it is provided that the Contractor will maintain and keep in good repair the work herein contracted to be dnne and performed
for a period of one (I) year from the date of acceptance, and to do all necessary backfilling that may arise on account of sunken conditions in ditches, or otherwise, and to do and perform
all necessary work and repair any defective condition growing out of or arising from the improper joining of the same, or on account of any breaking of the same caused by the said Contractor
in laying or building the same, or on account of any defect arising in any of said part nf said work laid or constructed by the said Contractor, or on account of improper excavation
or backfilling; it being understood that the purpose of this section is to cover all defective conditions arising by reason of defective materials, work or labor performed by the said
Contractor; and in case the said Contractor shall fail to do, it is agreed that the City may do said work and supply such materials, and charge the same against the said Contractor and
sureties on this obligation, and the said Contractor and sureties hereon shall be subject to the liquidated damages mentioned in said contract for each day's failure on its part to comply
with the terms of the said provisions of said contract; NOW TIlEREFORE, if the said Contractor shall keep and perform its said agreement to maintain said work and keep the same in repair
for the said maintenance period of Qne (J) year, as provided, then these presents shall be null and void and have no further effect; but if default shall be made by the said Contractor
in the performance of its contract to SO maintain and repair said work, then these presents shall have full force and effect, and said Town of Addison shall have and recover from the
Contractor and its sureties damages in the premises, as provided, and it is further understood and agreed that this obligation shall be a continuing One against the principal and sureties
hereon and that successive recoveries may be had hereon for successive branches until the fuD amount shaD bave been exhausted; and it is further understood that the obligation herein
to maintain said work shall continue throughout said maintenance period, and the same shall Dot be changed, diminished, or in any manner affected from any cause during said time. MB-3
03/94 
IN WITNESS WHEREOF. the said ___________ has caused these presents to be executed by and the said has hereunto set his hand this the __ day of ______• 19_. SURETY PRINCIPAL By: Attorney
in Fact By: ArrEST By: Surety Secretary Agency and Address NOTE: Date of Maintenance Bond must not be prior to date of Contract. MB-4 03194 15225/940233 
SECTION BP CONTRACTOR'S AFfIDAVIT OF BILLS PAID 15225/940233 BP·t 
SECTION BP CONTRACTOR'S AFFIDAVIT OF BIUS 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 -:-::--::-__-:-::-___-:-__ (fuU name of Contractor as in contract) and that the contract for the construction of the project, designated
as (Project No.) has been satisfactorily completed and that aU biUs for materials, apparatus, fixtures, machinery and labor used in connection with the construction of this project have,
to the best of my knowledge and belief, been fuUy paid. Signature Title Sworn to and subscribed before me this _ day of ___, 19_0 Notary Public in and for _______ County,Texas ISZ251940233
BP-2 03/94 
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. If the Contractor is a joint-venture of individuals, any of the individuals may sign the affidavit.
If the Contractor is a joint-venture of partnerships, or of individuals and partnerships, the affidavit may be signed by the individual or any partner of any partnership. If the contractor
is a joint-venture in which a corporation is a party, separate affidavits must be executed in the name of the joint-venture: one by each corporation and one by each individual or partnership.
Signatures for corporations should be by a duly authorized officer. If signature is by another, a showing of authority to sign must accompany the affidavit. 15225/940233 BP-3 03/94 
SECTION GP GENERAL PROVISIONS GP-l 03/94 152251940233 
GENERAL PROVISIONS 1. The General Provisions of the Contract shall be as stated in the Standard Specifications for "General Provisions, "Items 1.0through 1.63 inclusive, as amended or
supplemented and except as modified by the Special Provisions. Public Works Construction, North Central Texas Council ofGovernments (1983), under Part I, 152251940233 GP-2 03/94 
SECTION SP SPECIAL PROVISIONS SP-l 03/94 152251940233 
SECTION SP SPECIAL PROVISIONS I. OWNER The Town of Addison, herein referred to as Owner, party of the First Part of these Contract Documents. 2. ENGINEER Espey, Huston & 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 Mr. Clyde Johnson, Purchasing Agent, Finance Building, 5350 Belt Line Road, Addison, Texas. 4. COPIES OF PLANS FURNISHED Three (3)
sets of Plans shall be furnished to the Contractor, at no charge, for construction purposes. Additional copies may be obtained at cost of reproduction upon request. 5. PRODUCT RECORD
DOCUMENTS Maintenance of Documents. The Contractor shall maintain at the job site one record copy of the Contract Drawings, Specifications, Shop Drawings, Change Orders, other modification
to the Contract, field test records and other documents submitted by Contractor in compliance with specification requirements. These documents shall be maintained at the job site apart
from documents used for construction. These documents are not be used for construction purposes. The documents shall be maintained in clean, legible condition. The documents shall be
made available at all times for inspection by the Owner. Recording. Each document shall be labeled Project Record Copy in 2-inch high printed letters. The record documents shall be kept
current. No work shall be covered until required information has been recorded. Contract Drawings. The appropriate drawing shall be legibly marked to record, where applicable: Horizontal
and vertical location of underground utilities and appurtenances referenced to permanent surface improvements. SP-2 03/94 15225/940233 
Field changes of dimension and detail made during construction process. Changes made by Change Order or Supplemental Agreement. Details not on original Contract Drawings. Manufacturer,
trade name, catalog number and supplier of each product and item of equipment actually installed. Changes made by Cbange Order or Supplemental Agreement. Other matters not originally
specified. Sbop Drawings. The Contractor shall maintain the Shop Drawings as record drawings and legibly annotate shop drawings to record changes made after review. A red felt-tip marking
pen shall be used for all recordiog. Submittal. At the completion ofthe project, the Contractor sball deliver record drawings to the Owner. The transmittal letter sball be accompanied,
io duplicate, with: Date, project title and number. Contractor's name and address. Title and number of eacb record document. Certification that each document as submitted is complete
and accurate. Signature of Contractor or his authorized representative. 6. HORIZONTAL AND VERTICAL VERTICAL SURVEY CONTROL The Contractor shall provide horizontal and vertical survey
control for this project. 7. PERMITS. liCENSES. AND REGULATIONS Permits and licenses of a temporary nature necessary for the prosecution of the Wode sball be secured and paid for by
the Contractor. Permits, licenses and easements for permanent structures or permanent cbanges io existing facilities sball be secured and paid for by the Owner, unless otherwise specified.
If the Contractor observes that the Drawings and Specifications are at variance therewith, he sbaII promptly notify the Engineer io writiog, and any necessary cbanges sbaII be adjusted
as provided io the Contract for cbanges io Wode. The Contractor sball comply with all federal, state and local laws, rules and regulations of every kind and nature applicable to the
performance of its Wode bereunder, and shall bold the Owner harmless therefrom. 152251940233 SP-3 00194 
8. REFERENCE SPECIFICATIONS Where reference is made to specifications compiled by others, such are hereby made a part of these Specifications. 9. REVIEW OF WORK The Owner shall have
the right to review the Work while such Work is in progress to ascertain that the Work is being accomplished in compliance with the standards and requirements set forth in the Contract
Documents. It is also contemplated that similar review will be conducted by governmental inspectors. Notwithstanding such review, the Contractor will be beld responsible for the finished
Work, and any acceptance ofthe Work by the Owner or governmental agencies will not relieve the Contractor from responsibility for the Work. The Owner reserves the rigbt to place full-time
construction observers at the site of the Work. The Owner and his representatives shall at all times bave access to the Work wbenever it is in preparation or progress, and the Contractor
shall provide proper facilities for sucb access, and for review. Ifthe Specifications, the Owner's instructions, laws, ordinances, or any public authority require any Work to be specially
tested, the Contractor sball give the Owner timely notice of its readiness for testing, and if the testing is by an authority other than the Owner, of the date fixed for such testing.
Tests by the Owner shall be made promptly, and wbere practicable at the source ofsupply. . Re-examination of any Work may be ordered by the Owner, and, if so ordered, the Work must be
uncovered by the Contractor. If sucb Work is found to be in accordance with the Contract Documents, the Owner sball pay the cost of re-examination and replacement. If sucb Work is not
in accordance with the Contract Documents, the Contractor shall pay such cost. 10. SCOPE OF WORK The Work for this Project consists of furnishing all materials, labor, equipment, tools
and incidentals necessary to construct, in accordance with the Plans and Specifications, the proposed intersection improvements for Belt Line Road at Marsb Lane and Belt Line Road at
Business Business AVenue. 11. PROPERTY LINES AND MONUMENTS AD property comers, control monumentations, construction and survey stakes and marks sball be carefully preserved by the Contractor,
and in case of careless destruction or removal by Contractor or bis employees, sucb stakes or marks sball be replaced at the Contractor's expense as required by the Owner. 15225/940233
SP-4 
12. DISCREPAHClES If the Contractor, in the course of the Worlc, finds any discrepancy between the Contract Documents and the physical conditions of the locality, or any errors or omissions
in drawings or in the layout as given by survey points and instnlctions, or if it appears that any Plan, Specification or other Contract Document is or may be not in compliance with
any building code or other requirement of any governmental body, he shall immediately inform the Owner in writing, and the Owner shall promptly verify the same. Any Worlc done after
such discovery, until authorized, will be done at the Contractor's risk. 13. TIME ALLOTIBD FOR COMPLETION All items of Worlc included under these contracts shall be completed within
the time stipulated in the Proposal. The time shall commence on the date specified in the Notice to Proceed. The Notice to Proceed shall consist ofa written request by the Owner for
the Contractor to proceed with constnlction of the Project. 14. EXISTING STRUCTIJRES The Plans show the location of all known surface and subsurface structures. However, the Owner assumes
no responsibility for failure to show any or all of these stnlctures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be considered
sufficient basis for claims for additional compensation or extra worlc or for increasing the pay quantities in any manner whatsoever, unless the obstruction encountered is such as to
necessitate changes in the lines or grades, or require the building of special worlc, provisions for wllich are not made in the Plans and Proposal, in wllich case the provisions in these
Specifications for extra worlc shall apply. IS. EXISTING UTILITIES AND SERVICE LINES The Contractor shall contact all the utility companies which have mcilities in the vicinity of the
proposed improvements to confirm the horizontal and vertical locations of their respective mcilities prior to commencing worlc. Where a conflict with the proposed improvements is encountered,
the Contractor shall notify the Engineer immediately prior to proceeding with the worlc. The Contractor shall be responsible for the protection of all existing utilities or service lines
crossed or exposed by his construction operation. Where existing utilities or service lines are cut, broken or damaged, the Contractor shall replace the utilities or service lines with
the same type of original construction, or better, at his own cost and expense. All replacement, bacldill and compaction shall be accomplished in strict accordance with the requirements
of the owner of the utility or service line. 152251940233 Sp-s 03/94 
16. PUBLIC UTILITIES AND OTHER PROPERTY TO BE CHANGED In case it is Decessary to change or move the property ofany owner or of a public utility, such property sball not be moved or interfered
with until authorized by the utility company and approved by the Owner. The rigbt is reserved to the owner of public utilities to enter upon the limits of the Project for the purpose
of making such changes or repairs of this contract. 11. LImITS AND POWER The Contractor shall provide, at his own expense, temporary lighting and power facilities required for the proper
execution of the Worle. 18. PERMITS AND RIGHTS-OF-WAY The Owner will provide rights-<>f-way for the purpose of construction without cost to the Contractor by securing permits in areas
of public dedicatinn or by obtaining easements across privately-<>wned property. It shall be the responsibility ofthe Contractor, prior to the initiation of construction on easements
through private property, to inform the property owner of his intent to begin construction. Before beginning construction in areas of public dedication, the Contractor shall inform the
agency having jurisdiction in the area forty-eight (48) hours prior to initiation of the Worle. The Contractor shall obtain a right-of-way permit from the Town of Addison. 19. PRECONSTRUCTION
CONFERENCE The successful Contractor(s) and Owner shall meet at the call of the Owner on this Project. Prior to the meeting, the Contractor(s) shall prepare schedules sbowing the sequencing
and progress oftheir worle and its effect on others. These schedules sball be delivered to the Owner in advance of the meeting for his review. The general nature of the worle, materials
used, and methods of construction as well as the schedules will be discussed at the meeting. A final composite schedule will be prepared during this conference to allow an orderly sequence
of project construction. 20. ADDENDA Bidders desiring further information, or interpretation of the Plans and Specifications, must make written request for such information to the Engineer
(prior to forty-eight (48) hours before the Bid opening). Answers to all such requests will be given in writing to all Bidders in addendum form and all addenda will be bouad with and
made a part ofthe Contract Documents. No other explanation or interpretation will be considered official or binding. Sbould a Bidder find discrepancies in, or omissions from, the Plans,
Specifications or Contract Documents, or sbould be be in doubt as to their meaning, he sbaII at once notify the Engineer in writing in order that a written addendum may be sent to all
Bidders. 15225/940233 SP-6 03/94 
21. WATER FOR CONSTRUCTION The Contractor shall make the necesS8l)' arrangements with the Town of Addison for securing and transporting all water required in the oonstruction, including
water required for mixing of ooncrete, sprinkling, testing or flushing. Water required for construction shall be paid for by the Contractor at the Town of Addison prevailing rates. There
will be no separate pay item for connection into the existing water system and quantity of water required for construction purposes. 22. BXCAVA TION 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 sball be on a UM Price basis for construction of the Project
as shown on the Plans and described in the Specifications. 24. OWNER'S STATUS The Owner sball perform technical review of the Work. He shall also bave authority to reject all Work and
materials which do not conform to the Contract and to decide questions which arise 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 Docoments. 26. LANDS FOR WORK The Owner shall provide as indicated on the Plans for this Project, the lands upon which the 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 the Contractor be delayed as the result of lack of access, 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. SP-7 03/94 152251
940233 27. CLEANING UP The Contractor shall remove at his own expense all temporary structures, rubbish and waste materials resulting from his operations. These requirements shall not
apply to property used for permanent disposal of rubbish or waste materials in accordanoe with permission of such disposal granted to the Contractor by the Owner thereof. 28. UOUIDATED
DAMAGES FOR DELAY BY CONTRACTOR The time ofcompletion is ofthe essence in this contract. For each calendar day that any Work shall remain uncompleted after the lime 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 ofexplosives will not be allowed. 30. PRomCf MAINTENANCE
The Co_tor shall maintain, and keep in good repair, the improvements covered by these Plans and Specifications during the life of his contract. 31. DISPOSAL OF WASTE ANI> 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
permits shall be the sole responsibility of the Contractor. 32. REMOVALS. ADJUSTMENTS ANI> REPLACEMENTS Existing pavements, driveways, curbs, gutters, sidewalks, etc., to be removed
to facllltate the construction of the improvements shall be broken up aod disposed of. Care shall be exercised to leave a neat, uniform edge Or joint at the excavation limits or sections
removed where only portions are to be removed. The Owner will designate the limits to be removed. Where pavements, driveways, curbs, gutters, sidewalks, etc., shall be replaced, then
said replacements shall be to the standard ofthe previously removed portion or better. Existing structures such as manholes, inlets, cleanonts, valve boxes, etc. which are not the property
of a private firm or company, or an individual required to move their own property, shall be adjusted, altered or reset to the requirement elevation aod alignment. New materials and
workmanship necessary shall conform to the requirements of these Specifications covering the particular Work. Salvaged materials in good condition may be used in rebuilding such structures,
provided the materials are thoroughly cleaned befure their use. 152251940233 SP-8 03/94 
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
to the Contractor. Any such additional item which the Contractor moves or causes to be moved for his own convenience shaU be at his own expense. 33. TOWN OF ADDISON APPROVAL This project
is subject to final approval and acceptance by Town of Addison. 34. TRAFFIC CONTROL The Contractor shall be responsible for providing traffic contrul during the construction of this
Project consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the 'State of Texas
Uniform Act Regulating Traffic on Highways'. codified as Article 6701d Vernon's Civil Statotes, pertinent sections being Section Nos. 27, 29, 30 and 31. The Contractor will not remove
any regulatory sign, instructional sign, street name sign, or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction,
the Contractor shaU contact the Town of Addison to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the
requirements of the above-referenced mannal, and such a temporary sign must be installed prior to the removal ofthe existing sign. The Contractor shall submit a Traffic Contrul· Plan
at least five (5) calendar days prior to commencing wod: for review and approval by the Town of Addison. . 35. CERTIFICATION The Contractor shall submit a manufacturer's certification
that the material was manufactured and tested in accordance with the referenced Specifications and a report of test results. The certification shall be submitted prior to material shipment.
36. FINAL ACCEPTANCE OF WORK Final acceptance of the Wod: is subject to final testing and approval of the Wod: by the Town of Addison. 37. WORK AREA Contractor shall restrict his construction
actiVity to the project site. 15225/940233 SP-9 03/94 
38. CONTRACT TIME It is the Owner's desire to have the project completed and operational in as short a time as possible. The number of calendar days for completion of the project will
begin with the date specified in the Notice to Proceed. In no instance shall the number of calendar days for the completion of the Work measured from the proposed date of beginning exceed
120 calendar days. The Belt Line/Business intersection shall be completed by September 20, 1994, with the exception of landscape and irrigation work. 39. CONTRACTOR'S AFFlDA VlT OF BILLS
PAID The Contractor shall be required to execute the form provided in Section BP prior to the acceptance of the project. 40. PAY ITEMS Pay items provided are intended to be all-inclusive
of the work required on this project. Work required by the plans or specifications but not provided with a specific pay item shall be considered incidental to other items of work. 41.
SAMPLES AND TESTS OF MATERIALS Modity the General Provisions, Section GP 5.16, Samples and Tests of Materials. "The Contractor shall designate and pay a recognized testing laboratory
to perform all testing and concrete design for this project. Such designation shall be subject to the approval of the Engineer. All testing services that the Contractor is required to
provide will not be paid for separately, but sball be considered subsidiary to other items ofwork . •All samples and tests shall be performed in accordance with the Standard Specifications
for Public Works Construction, North Central Texas Council of Governments (1983) as amended or supplemented.• 42. CONSTRUCTION STAKING Construction staking will not be provided by the
Owner. 43. COMPWANCE WITH QENERAL RULES AND LAWS ·Co,ntractor shall familiarize himself with the nature and extent of the specifications, site conditions, traffic and safety requirements,
and comply with all federal, state and local laws, ordinances, rules and regulations. Contractor shall determine how compliance with requirements, laws, rules, and regulations will affect
affect his cost, progress or perfOmlance of the Work," 15225/940233 sP-to 03/94 
44. COMPYANCE WITH IMMIGRATION LAWS ·Contractor shall take all steps necessary to ensure !hat all of !he Contractor's employees are authorized to work in !he United States as required
by the Immigration Reform and Coptrol Act of 1986.· 45. RESOLUTION OF DISPUTES The parties hereby covenant and agree that in the event of any controversy, dispute, or claim, of wbatever
nature arising out of, in coooection with or in relation to the interPretation, performance or breacb of this agreement, including but not limited to any claims based on contract, tort
or statute, before filing a lawsuit, the parties agree to submit the matter to Alternative Dispute Resolution pursuant to the laws of the State of 􀁔􀁾􀁡􀁳􀀮􀀠The parties shall select
a third party arbitrator or mediator from the current list of neutrals on file with the Alternative Dispute Resolution Administrator of the Dallas County District Courts. All forms ofAlternative
Dispute Resolution may be used except binding arbitration. The proceedings sball be conducted in accordance with the laws of the State of Texas. 46. DBE/MBE 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 ofTransportation. to subcontract 15% of the dollar
value of the prime contract to small business concerns owned and controlled by socially and economically disadvantaged individuals (DBB). In the event that the bidder of 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, Blacks, 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 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 !bat fails to meet these requirements
will be considered nonresponsive. 47. OWNER-FURNISHED ITEMS The OWNER shall furnisb to the Contractor the following traffic sigual components: I. Six (6) 55-foot mast arms and mast arm
poles. 2. Two (2) 36-foot mast arms and mast arm poles which the Contractor shall relocate from the Belt LineIMarsh intersection to the Belt LinelBusiness intersection. The Contractor
shall pick up item I from the Town of Addison storage facility. IS2251940233 gp-ll 03194 
48. INSURANCE Each insutanee policy tbat tbe Contractor must furnish in accordance witb tbese contract documents which names tbe OWNER as an additional insured. shall also name tbe City
of Carrollton and tbe City of Fanners Branch as additionally insured. lS225194()233 SP-12 03194 
SECTION T TECHNICAL SPECIFICATIONS T·t 
SECTION T 􀁔􀁅􀁃􀁾􀁃􀁁􀁌􀁓􀁐􀁅􀁃􀁾􀁃􀁁􀁉􀁉􀁏􀁎􀁓􀀠1. GENERAL All materials and construction methods for this project shall be in conformance with Town of Addison standards and specifications
and the North Central Texas Council of Governments "Standard Specifications for Public Works Construction" (1983), as amended or supplemented. Where conflicts exist, Town of Addison
standards and specifications shall govern. n. SUPPLEMENTAL STANDARDS All materials and construction methods for the trnffic signal insta.I.Iati.on and relocation wod:: shall be in conformance
with Town of Addison standards and specifications and the Texas Department of Transportation -1982 Standard Specifications for Construction of Highways, Streets and Bridges. Where conflict
exists, Town of Addison standards and specifications shall govern. m. SupPLEMENTARY TRAFFIC SIGNAL 􀁓􀁐􀁅􀁃􀁾􀁃􀁁􀁉􀁉􀁏􀁎􀁓􀀠A. Vebicle Detector Loop W'ue Sealant. B. Test Methods -Vebicle
Detector Loop W'ue Sealant. IV. SUPPLEMENTAL LANDSCAPE AND IRRIGATION 􀁓􀁐􀁅􀁃􀁾􀁾􀁃􀁁􀁔􀁉􀁏􀁎􀁓􀀠A. Demolition. B. Earthwod::. C. Tree Protection. D. Irrigation System. E. Landscaping.
F. Lawns and Grasses. v. CEMENT TREATED BASE See attacbed Section CTB. VI. SOLID CONCREfE INTERLOCKING RETAINING WALL UNITS See attsched Section RWU. vn. PAINTING OF SIGNAL POLFS AND
MAST ARMS See attsched Section SPMA END OF SECTION 15225/940233 T-2 03/94 
SUPPLEMENTARY TRAFFIC SIGNAL SPECIFICATIONS 
VEHICLE DETECTOR LOOP WIRE 􀁓􀁅􀁾􀁌􀁾􀁎􀁔􀀠1.0 SCOPE 1.1 This specification describes the minimum design, Installation and functional perfonnance requirements of a flexible traffic loop
wire encapsulant intended for sealing and protecting vehicle detector loop wires Installed in sawcuts 1/4" to 3/S" wide and 1 1/2" to 2 1/2" deep. 􀁾􀀠1.2 The encapsulant is intended
to provide compressive yield str-.ngth to withstand nonnal vehicular traffic as well as sufficient flexibility to withstand normal movement in asphaltic and cor.crete pavements, while
protecting the loop wire from• moisture penp.tration, fracture and shear. 2.0 GENERAL 2.1 The encapsulant shall be a one-part elastomeric compound requiring no mixing, measuring or application
of heat prior to or during its installation. 2.2 The encapsulant Shall, within its stated shelf life in original undamaged ., packaging, cure only in the presence of moisture. The rate
of cure will, i , therefore, depend upon temperature and relative humidity at the time of 􀁩􀁩􀁮􀁳􀁴􀁡􀁬􀁬􀁡􀁴􀁩􀁾􀁮􀀮􀀠Cool, dry weather will slow curing whereas warm, humid weather1
will accelerate curing. 1 2.3 The encapsulant Shall be designed to enable vehicular traffic to pass over the properly filled sawcut immediately after installation without tracking or
stringing of the material. The encapsulant shall form a surface skin allowing 1 exposure to vehicular traffic within 30 minutes at 75°F and completely cure to a tough, rubber-like conSistency
in two (2) to 􀁳􀁥􀁶􀁥􀁾􀀠(7) days after 􀁩􀁮􀁳􀁴􀁡􀁬􀁬􀁡􀁴􀁩􀁯􀁾􀀮1 1 ., 
􀀲􀀮􀁾􀀠 ?rocerly i"stal1ea and curea encaosulant shall exnibit resistance to effects of weather, 􀀮􀁾􀁨􀁪􀁣􀁵􀀺􀁡􀁲􀀠lorasic n• mO:Jr 0ils. gasolin@, antifreeze solution. brake fluid,
deicing 􀁣􀁾􀁥􀁭􀁬􀁣􀁡􀁬􀁳􀀠and sal: normally encountered. in such a manner that the performance of the 􀁶􀁥􀁮􀁩􀁣􀁬􀁾􀀠detector loop wire is not adversely affected. , 2.5 The cured
encapsulant shall be temperature stahle 􀁣􀁾􀁤􀀠exhibit no degradation in performance throughout the ambip.nt temperature ranges experienced within the continental 􀁕􀁮􀁩􀁴􀁾􀁤􀀠􀁓􀁾􀁡􀁴􀁥􀁳􀀮􀀠Alasx
a, Hawaii and Puerto Rico. r2.6 The encapsulant shall 􀁥􀁸􀁨􀁩􀁾􀁩􀁴􀀠minimal shrinkage during or after its installation, and in no manner affect the performance characteristics of the
material.j 27 􀁔􀁨􀁾􀀠encapsulant shall be designed to permit clean-up of material and application1• 􀁥􀁱􀁵􀀺􀁾􀁭􀁥􀁮􀁴􀀠with non-:'lammaole so'lvents such as 1,1,1 trichloroethane or
ScotCh-Grip Brand Solvent No.4 (prior to curing of encapsulant). Should any I encapsullnt material be allowed to cure in the application nozzle, it shall be able to be pulled out as
a solid plug. The encapsulant shall have a minimum shelf-life in undamaged original containers when stored in a cool, dry environment as follows: 9 months after receipt when packaged
in one quart cartridges. t2 mOnths after receipt when packaged in S-U.S. gallon pails. The S-U.S. gallon pails shall contain 4.S U.S. gallons of I 􀁥􀁮􀁣􀁡􀁾􀁳􀁵􀁬􀁡􀁮􀁴􀀠in order to
permit application by commercially available pumps. !2.9 The encapsulant shall be deSigned for roadway installation when the surface temperature is between 40 degrees F and 140 degrees
F. J PHYSICAL PROPERTIES The encaosulant shall have ttle following physical properties in its uncured and cured states. I I J i 
; J ! " J 3.1.1 Physical properties of the uncured (wet) encapsulant: I Prooerty Reauirement Test Procedure I A. Weight 10.1 lbs/gal A. Weight/Gallon +/-0.3 lbs I I B. Total Solids 75
-85% B. Determinatian of by Wei ght Nan-Volatile Cantent J C. Viscosity 10,000 -85,000 CPS C. Viscosity O. Dryi ng Time ToUCh: 24 hrs. 􀁭􀁾􀁸􀀮􀀠D. Tack-Free Time ) Complete: 30 hrs.
max. ) 3.1.2 Physical properties of the cured encapsulant: I Prooerty Reauirement Test °rocedure 1 A. Hardness 65 -85 E. Rex hardness (Indentation)1 B. Tensile Strength 500 psi min.
F. Tensile and olongation J C. Elongation 3001: min. F. Tensile and Elongation J 4.0 CERTI FICA nONJ 4.1 The supplier shall be prepared to provide a letter of certification from the1
manufacturer confirming the physical properties identified in paragraphs 3.t.l and 3.1.2 of this specification. I 4.2 Notification of this letter of certification, if 􀁲􀁥􀁱􀁵􀁩􀁲􀁾􀁤􀀬􀀠shall
􀁾􀁥􀀠􀁳􀁴􀀳􀁴􀁾􀁤􀀠on this agency's purchase order and such certification shall accompany the material I when shipped by the manufacturer. 
PACKAGING The encapsulant shall be available in the following packaging: 5.1.1 ONE-QUART CARTRIDGES: Such cartridges shall be equipped with threaded fitting to J nozzle designed for
insertion in a pavement sawslot 1/4" 1/2" to 2 1/2" In depth. The nozzle shall be designed to accommodate a screw-on to 3/8" in width and 1 J permit filling of sawslot with encapsulant
from the bottom uP. with minimal waste. The cartridge shall contain a puncture seal on Its nozzle end. All J cartridges snaIl be designed to permit appl ication of encapsulant by 􀁡􀁰􀁰􀁲􀁯􀁰􀁲􀁾􀀠,c
e size manual caulking gun or air-powered caulking gun. Cartridges shall be packaged twelve (12) per case with a minimum of three (3) applicator nozzles per J case. J 5.1.2 FIVE-GALLON
PAILS: Such pails shall be DOT-37A80 open head pails and the covers shall be sealed with tubular neoprene gaskets. Such pails shall contain aJ minimum of 4.5 gallons of encapsulant material
in order to permit pumping directly from the pail to the sawslot by commercially available pumps, requiring) insertion of a follower-plate in the pail to form an appropriate seal. Encapsulant
material shall be ordered in multiples of 4.5 gallons. 1 )6.0 MEASUREMENT Measurement for payment shall be made of each unit (cartridge. or pails) of encapsulant delivered to the location(s)
specified in the Invitation to Bid. J 1 1 1 1 1 
TEST METHODS VEHICLE DETECTOR LOOP WIRE SEALANT A. WEIGHT/GALLON: 1. Equipment: The apparatlJs shall consist of the following parts (Refer to Ffsher Cata 1og No. 3-247). a. A smoothly
finished round aluminum cup with external threads on the top edge. approximately 1 1/2" in diameter 3/4" high and holding approximately 1S cc filled to the top edge. b. A snug fitting,
flanged plug type lid with a concave inner surface and a 1/8" hole in the 􀁴􀀺􀁾􀀮􀀠c. An open centered cap or retaining ring with inside threads to match the cup which can be used to
pull the lid in place. 2. Preparation: Each 􀁐􀁹􀁣􀁮􀁾􀁮􀁥􀁴􀁥􀁲􀀠must be calibrated when new and periodically during use as follows: a. Weigh empty to the nearest 0.01 gram. b. Fill
with water ano weigh again. c. Compute the difference and determine the factor as follows: 8.33FACTOR a Wt. with water -wt. empty 3. Procedure: a. Weigh the empty Pycnometer to the nearest
0.01 gram. b. Fill the Pycnometer almost to the toP. using care to keep air at a minimum by: (1) USing a small amount of encapsulant and working it into the corners to displace air.

(2) Slowly adding the remainder carefully displacing air as the volume it bu i I t up. (3) When the cup Is almost full. work the material in the cup with a spatula using an up and down
motion. (4) Then smooth the surface of the material in the cup leaving the edges high and the center low so that the concave shape of the lid and the encapsulant will force out surface
air. c. Carefully position the lid in place centering the plug inSide the rim of the cup. d. Slide the retaining ring over the top and tighten down slowly by hand until the flange on
the lid is seated on the top edge of the cup. e. Remove the excess encapsulant that exudes from the hole, leaving the remaining material level with the top of,the hole. f, Weigh the
filled Pycnometer to the nearest 0.01 gram. g. Calculate the weight per gallon as follows: Factor X (Weight full -Weight empty) ,. lbs./gal. I 8. DETERMINATION OF NON-VOLATILE CONTENT:
j 1. Procedure; a. Accurately weigh three closed containers (2-bunce ointment cans 􀁯􀁾1 1 equivalent with covers) to the third decimal place (Wl) and record the weight figures. b. Place
approximately 3 to 5 grams of test material In one of the weighedj containers, close the cover at once and weigh it immediately with accuracy to the third decimal place (W2). Repeat
this procedure for the remaining j two containers. 1 NOTE: With heavy materials. it is good practice to spread the sample over tne entire bottom and sides of the container to give a
large surface a rea. 
c. Remove the covers from each 0; ntment can and pI ace ,nem on ClI!, ."'-'-"'''' Place the containers in an air circula:ing oven for 24 hours at 160 degrees F. NOTE: Normally the air
circulating oven is at the specified temperature before placing the samples in the oven. d. At the end of the specified time period, remove the containers from the oven, replace the
covers and allow them to cool at room temperature. e. Weigh these containers to the third decimal place (W3) and record. f. Compute the percent non-volatile using the following formula:
__F...;in....;a::,.l__w..;;;e.c..i...gh_t:......;o;..;.f-=.s.::;am",p...l;.;e:..-. X 100 􀁾􀀠Non-volatile = Original weight of sample Where: Original weight of sample· W2 -W1 Final weight
of sample· W3 -W1 g. The percent non-volatile reported will be the average of the three samples run if the deviation between the samples is less than 􀁏􀀮􀀵􀀰􀁾􀀮􀀠In case none of the
samples fall within this deviation, new samples must be run. C. VISCOSITY: 1. Sample Conditioning: Conditioning: , a. One pint samples Shall be stored as indicated on the product performance
standard and in turn brought to a temperature of 77 degrees + or -2 degrees F for testing. Stir the sample vigorously with a spatula for 1 minute immediately prior to testing and note
any segregated material which cannot be dispersed.j b. Determine the viscosity using a Brookfield RVF viscometer with a No.• 6 or 7 spindle (as required) rotating at 20 rpm. 1 1 
TACK-FREE TIME: 1. Procedure: a. Cast a film of undegassed encapsulant in a 1/16 inch deep open mold similar to that used for the tenSile and enlongation specimens referenced in test
method section F. Fill the mold even with its top and place it at 77 degrees F and 50% RH. A small sheet of smooth polyethylene film (which shall be clear and colorless, with no signs
of plasticizer, slip agents or other foreign substances on the surface) measuring 0.004 + or -0.002 inch thick shall be pressed lightly with the thumb onto the encapsulant and then withdrawn.
The time at whiCh the film no longer adheres tightly to the encapsulant shall be considered the tack-free time. REX HARDNESS; 1. Apparatus: Hardness shall be determined with a Rex durometer,
Model 1700 Type A (with dial gauge). The durometer should be recalibrated at least once each month using the procedure 1n ASTM Test Method No. 0-2240-64T, and the' appropriate adjustments
made in the readings. 2. Specimens: Specimens shall be at least 3/15 inch thiCK, and and may be obtained by plying up portions of the tensile and elongation film (described in test method
section F) after curing for 7 days at 77 + or -2 degrees F and 50% R.H. plus 2 days at 120 degrees F. The hardness specimens shall be at least 1 inch in diameter and shall be tested
with the mold side up. Specimens with bubbles or other voids, or with irregular thickness, shall be rejected. 3. Determining the Hardness: Place the plied hardness specimen on a heavy
flat steel plate. The Ourometer shall then be placed on the test specimen, while keeping the base of the instrument parallel to the surface of the specimen. The test pressure applied
shall be just sufficient to insure firm contact of the pressure plate with the test specimen. The durometer indentation reading shall be taken as soon as the indicator hand on the dial
comes to rest, or if this is not pOSSible, at a moment when a definite change in needle speed is noted. Report the average of 5 such readi ngs • 
• F. TENSILE AND ELONGATION: 1•. Dilution and Degassing: Stir the encapsulant a minimum of 200 rapid strokes :0 insure uniformity and reduce the thixotropic gel. Weigh 100 grams of stirred
sample into a one-quart can and add 30 grams of Analytical Reagent Grade Toluene. Mix until uniform. Place the can in a device suitable for subjecting J it to a vacuum of 29 inches of
mercury for 15 to 20 minutes. When degassing is complete, remove the sample container and immediately cast a film as described be low. j NOTE: Refer to Figure 􀁾􀀱􀀠for a suggested degassing
device. J 2. Casting the Film: a. Prepafe a mold for 6" X 8" X 40 mil alclad aluminum (or equivalent 6" x 8" metal panelsl by covering one surface of the metal panel with 6" wide Teflon
Tape. (e.g. 3M Brand TFE Plastic Tape No. 5491 or equivalent) J b. Use 3M Brand EC-1202T tape or masking tape, 1/16" thick X 1/2" wide, as a "dam" around the perimeter of the mold. J
I c. Pour sufficient encapsulant into the mold to fill the moid even with its top. Strike Strike the encapsulant very carefully to level it with the top of the mold. 00 not entrap air
in the coating! 1 3. Curing the Encapsul!nt: Place the filled mold on a level surface at 77 degrees1 F and SOl R.H. After two days at these conditions, remove the encapsulant from 1
the mold; invert the film, and continue the cure for five additional days at j the same 􀁣􀁣􀁾􀁾􀁩􀁾􀁾􀁯􀁮􀁳􀀮􀀠After 7 days at 77 degrees F and SOl R.H., place the film at 120 degrees
F for 2 days. 1 4. Preparation of Dumbbells: Punch three dumbbells from the cured film using a micro die (Refer :0 Figure #21. The dumbbells must be free from air bubbles, craters. nicks,
segregation, or any other defects. Measure and record the thickness of each dumbbell at the neck (narrow portion), using a 'micrometer or J dial gauge accurate to + or -1 mil. Take a
total of three reading at various , locations on the neck and record the median (T, inches). The maximum thiCKness I variation along the 􀁮􀁥􀁣􀁾􀀠should not exceed 2 mils. Place two
bench marks, in ink. 1/2 inch aoart on one side of each dumbbell, using care not :0 niCK the surface of the dumbell. 
s. Determining the TenSile 􀁓􀁴􀁾􀁥􀁮􀁧􀁴􀁨􀀠and Ultimate Elongation: Place the dumbbells on an instron 􀁯􀁾􀀠tensile testing machine having a sensitivity of 1/10 pound, 1 and a jaw
separation 􀁾􀁡􀁴􀁥􀀠of 2" 􀁰􀁥􀁾􀀠minute. The dllllbbells Should be clamped near 􀁴􀁨􀁥􀁩􀁾􀀠ends (wide portions) in the jaws of the machine. Start the machine and note continuously
the distance between the 􀁣􀁥􀁮􀁴􀁥􀁾􀀠of the two bench 􀁭􀁡􀁾􀁫􀁳J taking 􀁣􀁡􀁾􀁥􀀠to avoid 􀁰􀁡􀁲􀁡􀁬􀁬􀁡􀁾􀀮􀀠Record the stress (S, lbs.) and elongation (l, inches) at the time of
rupture. The bench mark distance may be measured justJ J 􀁢􀁥􀁦􀁯􀁾􀁥􀀠􀁾􀁵􀁰􀁴􀁵􀁲􀁥􀀠with either a pOCket scale calibrated in inChes or with a 􀁰􀁡􀁩􀁾􀀠of dividers. If the dllllbbell
􀁢􀁾􀁥􀁡􀁫􀁳􀀠at a hidden bubble 􀁯􀁾􀀠other defect, 􀁾􀁥􀁪􀁥􀁣􀁴􀀠that test and test 􀁡􀁮􀁯􀁴􀁨􀁥􀁾􀀠dumbbell. J 6. Calculation: Calculate the ultimate tensile 􀁳􀁴􀁾􀁥􀁮􀁧􀁴􀁨􀀠of
each specimen using the following J fo rmula: ! .. 8 􀁾􀀠 5 (S) • PS I 1 T Calculate and 􀁾􀁥􀁰􀁯􀁲􀁴􀀠the mean value of three specimens as tensile 􀁳􀁴􀁾􀁥􀁮􀁧􀁴􀁨􀀠in ·1 PSI. Calculate
the elongation of each speCimen 􀁦􀁾􀁯􀁭􀀠the following formula: .. l -.5 inch x 200 • I elongationI 1 Calculate and report the mean value of three specimens as I elongation. 1 .. Note
S • Stress in poundS T • Thickness In inches 1 l • length in inches 
SUPPLEMENTAL LANDSCAPE AND IRRIGATION SPECIFICATIONS 
DEMOLITION General 1. Description: Provide demolition, salvage and protection of existing structures and trees as shown on Drawings or specified. 2. Related work specified elsewhere:
A. Tree Protection B. Earthwork 3. Notification of Owners of Utility Lines and Equipment: Notify any corporation, 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 ofadditionaIlabor, 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 governing authorities,
applicable ordinances and regulations. If Owner deems necessary, ball and burlap predetermined plant material and relocate to Owner approved site. B. Erect necessary barricades and protective
measures as required. Verify that tree protection devices are in place. C. Execute demolition of surfaces 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 
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 baIled 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 
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 Owner's review and approval. 4. Job Conditions: A. Protections:
1. Protect reference points, bench marks and monuments from damage or discoloration. Replace or repair immediately points damaged, destroyed or dislocated. 2. Protect and maintain 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. 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 I 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 IS. Select fill shall be free of any lumps or stones larger than I Y:. 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 ofrocks greater than I" in diameter, weeds, roots and other objectional materials. Suitable soil will be detennined by the
Architect/Owner. 4. Subsoil Material: Soil excavated from construction areas free of rocks (larger than than 2Y:. inches) and construction debris. 5. Stock Piles: 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 unsuitable for use as fill and backfill. Materials containing rubbish
or debris shall be immediately removed and legally disposed of off-site. Execution 1. Preparation: 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 
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 of damage 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. BackfiUingIFilling: A. General: 1. 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 sub grade 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 8" lifts compacted to approximately 90% of Standard
Proctory density at %3% of optimum moisture content. C. Backfill· Site: 1. 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 sub grade that is muddy, frozen or contains frost. 2. Place in 8 inch maximum lifts and compact
to approximately 8S percent of Earthwork Specifications -page 3 of 4 
Standard Proctor density. D. Backfill -Under Pavements: Follow procedures noted In C. above, except compact lifts to 90% of Standard Proctor density. 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. 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 pocketing of surface water or humps, producing localized runoff and gUllying. Ponding of water on-site is
not allowed. Finish surfaces to be not more than 0.1 0 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 Tojisoil. 2. In areas where fill will exceed 6" (except where Select Fill is called for),
place Imported Topsoil or Site Topsoil to a minimum depth of two (2) feet. If more than two (2) feet of fiB 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:
Remove excess materials from site promptly to prevent large accumulations. Store reusable material neatly in designated locations. Upon completion of the project any remaining surplus
materials must be removed and legally disposed of off site. 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 ofthe project. Repair
any damage which, in the opinion of the Owner, can be satisfactorily corrected. 5. Defmitions: .. 0 A . DisturbancelDamage: Physical or visual change to the trees which, in the opinion
) I of the Owner, is detrimental to the trees being protected. Such disturbance may be cansed by equipment, material or personnel. ! B. Violation: Damage to trees cansed by any construction
or delivery vehicle, construction material storage, or disposal of solid or liquid debris shall be considered a violation. The Contractors representative will report the observed violation
to the Owner verbally, if possible, and in writing within 7 days of a violation. The The written notice shall include the date, the approximate time, the general location and type of
violation. Execgtion 1. Tree Protection: A. Barricading fencing material shall be Plastic Snow fence with 6 foot tall steel T post. B. Install prior to any mobilization on the site.
C. Barricade:Install barricades around trees eight (8) feet and farther from construction. Place barricades at drip line or as directed by the Owner. 2. Maintenance: Maintain tree protection in a
newly installed condition through fmal 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 1, Tree Protection Specifications -page 2 of 2 
I , IRRIGATION SYSTEM General 1. Description: Provide complete landscape irrigation system as shown on Drawings and described herein. 2. Related Work Specified Elsewhere: A. Landscaping
B. Lawns and Grasses 3. Quality Assurance: . A. Materials: 1. 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 sprinkler. b. Manufacturer's data of sprinkler, 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( 5). d. If proposed 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 5 continuous 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 Specifications -page I of II 
D. Testing: Perform required testing under observation of Architect and/or Owner. Give 24 hours notice that such tests are to be conducted. E. Handling ofPVC 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 has been dented or damaged and, if installed, shall be replaced with new piping. 4. Referenced Standards:
American Society for TestiDli and Materials (ASTM. latest edjtion) ASTMD2241 Poly (Vinyl Chloride) (PVC) Plastic Pipe (SDR-PR) ASTM -D2287 Flexible Poly (Vinyl Chloride) (PVC) tubing
ASTM -D2464 Threaded Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80. ASTMD2466 Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 40. ASTM-D2564 Solvent Cements
for Poly (Vinyl Chloride) (PVC) Plastic Pipe and Fittings. ASTM-D2855 Standard Recommended Practice Practice for Making Solvent-Cemented Joints with Poly (Vinyl Chloride) (PVC) Pipe
and Fittings. 5. Submittals: A. Product Data: 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 Documents: 1. Locate by written dimensions, routing of mainline piping, remort control valves, gate valves,
water meters, quick coupling valves, and other related equipment as directed by the Architect/Owner. Located mainlines by single dimensions from permanent site features provided they
run parallel to these elements. Locate valves, intermediate electrical connections, if approved, and quick couplers by two dimensions at 90 degrees to each other provided they are within
20 feet of a permanent site feature. Valves, electrical connections and quick couplers beyond 20 reet 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 fmal 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 oza\id 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 hard 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 major equipment. D. Equipment to be Furnished: 1. 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) or fraction thereof of quick coupling valves installed. 4. Provide equipment at the conclusion of the project prior to final review. 6. Coordination: 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 uniform! y 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 final 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 ofequipment pmvided. Manufacturer's warranties shall not relieve the Contractor of
his liability under the guarantee. Such warranties shall only supplement the guarantee. E. Duplicate the following warranty statement and submit it bound within the Operation and Maintenance
manuals. GUARANTEE FOR SPRINKLER IRRIGAllON SYSTEM We hereby guarantee that the sprink1er irrigation system we have furnished and installed is free from defects in materials and workmanship,
and the work has been eompleted in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any defects
in material or workmanship which may develop during the period of one year from date of acceptance and also to repair or replace any damage resulting from the repairing or replacing
of such 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 will 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 water source to operating valves. Pipe leading to quick coupling valves (QCV) is considered
mainline. B. 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. For slip fittings, use primer and adhesive
solvent. Cans of primers and solvents to have labels intact and stamped with date of manufacture. 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 
.1 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 (UL) 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: 1. 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 Graded V. • 1W'. 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 PGP Rotary head Weathermatic 1l024·FCR Contamination resistant electric valve Irri·Trol MC Plus Series
Automatic Controller with pedestal where required Buckner 30A Quick coupler valve Spears Ball valve (Female Thread) Miniclick Temperature sensor (1 required for each controller) Buckner
30AC & 20 %" 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 11 
Execution 1. Inspection: A. Examine areas and conditions under which irrigation 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 all 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 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 demage to plantings.
Do not dig within balls of newly planted trees and shrubs. 4. Discrepancies: a. Point out any discrepancy between Drawings and field conditions that may affect uniform coverage. Do not
proceed until any desigu 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. B. Excavations: Excavations are unclassified
and include earth, loose rock, or 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 
I 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
Backflow Prevention: 1. 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: 1. Mainline and Latera! Piping: Install in 4 inch wide trenches with minimwn of 12 inches of cover over
pipe, but no more than 18 inches of cover. 2. Trenching: Provide firm, 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. F. PVC Pipe and .Fittings Assembly: 1. Genera!: Remove extraneous material including burrs
from inside and outside edges of new cuts. 2. Primer: Follow manufacturer's procedures for use. 3. Solvent: Follow manufacturer's procedures to make solvent-welded joints. 4. Threaded
Joints: Use Teflon-paste. G. Copper Pipe and Fittings Assembly: L Clean pipe and fittings thoroughly and buff connections with wire brush to remove residue from pipe. 2. Flux pipe and
fitting and solder connection using 50-50 soft solid core solder. H. Remote Control Valves and Gate Valves: Irrigation System Specifications -page 8 of 11 
1. Provide type in accordance with materials list from Town's specifications 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, l4 inch above fmish grade. Provide valve box extensions as required. 4. Provide 0.5 c. ft. washed
pea gravel in bottom of valve box. I. 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 of paving 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 lateral 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 nsing Schedule 80 nipples, threaded fittings and a
Marlex elbow at point of head connections. Polyethylene nipples are allowed in areas not to be tractor mowed. J. Quick Coupling Valves (QVC): Provide in accordance with materials list
and install on swing joints using Schedule 80 nipples. K. Wiring: 1. 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 11 
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: L 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 fmal adjustments of irrigation system prior to Architect/Owner fmal 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, a1igmnent and coverage. Prevailing wind conditions or slopes may indicate that arc of angle or trajectoxy ofspray should be other than as shown on Drawings. Change
nozzles to provide correct coverage. Irrigation System Specifications -page 10 of 11 
NotifY Architect/Owner 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 . I \, Irrigation System Specifications -page I I of I I 
LANDSCAPING General 1. Description: Provide complete landscaping as specified and described herein. 2. Related Work Specified Elsewhere: A. Irrigation System B. Lawns and Grasses C.
Earthwork 3. Quality Assurance: 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 ofrejection at job site. Plants damaged in transit or at job site shall be rejected. D. Persormel:
Employ only qualified persormel 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.l -1990) -plant materials. B. Rortus Third, 1976 -Cornell University -plant nomenclature. C. ASTM: American Standard Testing Material -sharp sand 5. Submittals:
A. Samples: Provide representative quantities ofsandy loam, shatp sand, bark mulch, soil amendment, 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 of delivery schedule
48 hours in advance so plant material may be observed upon arrival at job site. 6. Remove rejected plant material immediately from site. 7. Do not lift, move, adjust to plumb, or otherwise
manipulate plants bytrunk or stems to avoid damage or stress. 7. Job Conditions: A. Planting Restrictions: Perform actual planting only when weather and soil conditions are suitable
in accordance with locally accepted practice. B. Protection: Landscaping Specifications • page 2 of 7 
I. 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 of underground utilities and perform work in a manner which will avoid possible
damage. Hand excavate, ifrequired, to minimize possibility of damage to underground utilities. 2. Coordinate work with irrigation contractor to prevent damage to underground sprinkler
system. D. Grades: Refer to Earthwork section for planting bed depths. 8. Warranty: A. Warranty plants and trees for one year after final 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 ofArchitect/Owner have partially
died thereby damaging shape, size, or symmetry. B. Replace plants and trees with Same kind and size as originally planted, at no cost to Owner. Provide one year warranty 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 condult or other
work during replacement. Repair any damage immediately. C. Warranty excludes replacement of plants after finaI acceptance because of injury by storm, drought, drowning, hail, freeze,
insects or diseases. D. At end ofwarranty 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 during installation and until final acceptance. Provide supplemental deep root watering to newly installed trees. Products 1. Plants: A. General: Equal to well-formed 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 normal 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 ,I • 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-burlapped. Trees with loose or broken balls at time of planting shall 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 15 -35 percent Sand -less than 52 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: Ve" x 4" Ryerson or approved equal.
B. Mulch: Shredded hardwood bark. C. Guying materials for Trees: 1. Wire: 12 gauge, single strand, galvanized wire. 2. Rubber hose: 2 ply, fiber reinforced hose, minimum It, inch inside
diameter. Color: Black D. Soil Saver: Jute mesh, 4 foot wide rolls. E. Wrapping Material: Waterproof crepe tree wrapping paper. Execution 1. Inspection: Examine subgrade upon which work
is to be performed and verifY conditions Illlder which work is to be performed. NotifY Architect/Owner of Illlsatisfactory conditions. Do not proceed with work Illltil unsatisfactory
conditions have been corrected in manner acceptable to Owner. 2. Tree Planting: A. Stake 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, caliche, and other extraneous material. If backfill is not acceptable, use sandy loam. C. Shade Trees:
1. Plant in pits 2 foot greater in diameter than root balls. 2. BackfII I to depths of root with 5 parts excavated soil or sandy loam and 1 part organic amendment. Remove excesS· excavated
soil from site. Landscaping Specifications -page 5 of 7 I 
Carefully settle by watering to prevent air pockets. 3. Note that tree uplights 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 twine around trunks of B & B plant material and cut off the top % of any wire baskets. D. Ornamental Trees: L 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 % of any wire baskets. 3. Tree Saucers: Form a 4 inch high saucer around each new tree including ornamentals for deep watering. Contractor is responsible
for deep watering until final acceptance. 4. Tree Guying: A. Guy trees immediately following planting planting operation. Take precautions during guying operation to prevent damage or
injury to branches. Orient guy wires within each cIusteror row of trees in same direction B. Utilize 6 foot T-pos! 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-pos! 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 or New Trees: Prune trees to preserve natural character of plant in a manner appropriate to its particular requirements in the landscape desigu 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 point 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 1 part
sandy loam 1 part peat moss 1 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 Groundcover
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 ofballs 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 dead or broken branches and hand-rake bed areas to smooth even surfaces. 10. Pocket 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 fmal 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
sweeping or hosing. Landscaping Specifications -page 7 of 7 
LAWNS AND GRASSES General 1. Description: Provide topsoil, fine grading, fertilizer, sodding and hydromu1ching 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 final 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.
I. Watering: As necessary to keep top 2 inches of soil moist. Coordinate with Irrigation 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 once a week. Herbicides may be used only when approved by Architect/Owner. 5. 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 Architect/Owner the soil is compacted, rotor till to a depth of 4
inches. Lawns and Grasses Specifications -page I 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 Y:.%. 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 which 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% 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. Tackifier: Natural, non-asphaltic vegetable gum with gelling and hardening agents. 5. Sharp Sand: Clean, washed sand (fine aggregate) -ASTM C-33. Lawns and Grasses Specifications
-page 2 of 4 
Executiop 1. Preparatiop: Grading: Verify that lawn areas have been graded as provided in Earthwork. 2. Final Grading/Seed Bed Preparation: A. Loosen areas to be grassed aod fine rake
to break up lumps aod produce a smooth, even grade, free from unsightly variations, ridges or depressions. B. Remove aod dispose ofstones one (I) inch or larger, sticks, roots, other
debris aod grass stubble exposed during this operation. C. Do not vary final grades more thao 0.1 foot from finish elevations. D. Receive approval of fine grading from Owner prior to
grass plaoting. 3. Fertilizing: A. First Application: Distribute 10-10-10-fertilizer uniformly at rate of 15 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 aoy chaoges in elevation. Lightly top dress with sharp saod to fill voids aod grade smooth.
Roll to eliminate undulations. B. Hydromulching: I. At time ofseeding, soil to be moist but not muddy aod 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 (1) pound per bag of mulch. Lawns aod Grasses Specifications -page 3 of 4 
5. Performance: A. Establish a dense lawn of pennanent grasses, free from lumps and depressions. B. Reshoot any area failing to show unifonn cover. Such replacement shall continue until
a dense lawn is established. Scattered bare spots will not be allowed. C. Mow and edge lawn a minimum 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 ofplanting 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 152251940233 CTB-l 03/94 
SECTION CTB CEMENT TREATEP BASE 1.0 GENERAL 1.1 Description Cement Treated Base (CTB) shall coosist of aggregate. cement and water uniformly mixed in a central plant, transported to
the project, spread, compacted, shaped, finished, and cured in accordance with these specificatioos. Il shall conform to the lines, grades, thicknesses and typical cross-section shown
on the plans. 2.0 MATERIALS 2.1 Cement Cement shall comply with the latest specifications for Portland cement-ASTM C 150 (Type I) or PortIand-ASTM C S9S (Type IP). 2.2 Water Water shall
be free from substances deleterious to the hardening of the Cement Treated Base. 2.3 Aggregate The aggregate may be any granular material or combinations of aggregates that will, when
mixed with adequate amounts ofcement and water, produce laboratory mix design Unconfined Compression Test strengths as specified in paragraph 2.S in accordance with ASTM D 1633 Method"A·.
The preceding tests will utilize the Moisture-Density Relation as determined by ASTM D-558; AASHTO AASHTO T-134. The aggregate size shall meet the requirements ofTexas Slate Department
of Highways and Public Transportation -1982 Standard Specifications of Highways, Streets and Bridges, "Item 274.2(3) Cement Stabilized Base -Base Materials .• 2.4 Laboratory Mix Design
Test results shall be submitted by the supplier of the CTB material to the Engineer! Architect for approval. 2.5 Strength Requirements The unconfined compressive strengths required for
the CTB material will be as follows: 2.5.1 Class A CTB; 400 psi -seven days 3.0 EQUIPMENT 3.1 Description Cement Treated Base may be constructed with any combination of machines or equipment
that will produce the results meeting these specifications. CTB-2 03/94 
4.0 CONSTRUCTION METHODS 4.1 Preparation Before olber construction OpetliliODS are begun. !be area to be paved shall be gnuIed and shaped as required to receive !be Cement Treated Base
in conformance with the grades, lines. thicknesses and typical cross-section shown on !be plans. UDSIlitable subgmde soil or mlllerial shall be removed and replaced with acceptable soil.
The subgrade shall be firm and able to support without displacement of !be construction equipment and the compaction hereinafter specified. Soft or yielding subgmde shall be corrected
and made stable berore construction proceeds. 4.2 Central Mixing Plant The aggregate, cement and water shall be mixed in a pug mill as approved by !be Engineer/Architect. The plant shall
be equipped with feed and metering devices !hat will add !be aggregate, cement and water into !be mixer in the specified quantities to produce a mixture . that will meet or exceed the
mix design criteria as stated above. The aggregate and cement shall be ruixed sufficiently to prevent cement bans from forming when the mix water is added. The ruixing time shall be
sufficient to assure an intimate. uniform mixture of aggregate, cement and water. The percentage of moisture in the aggregate, at the time of cement application shall be the amount !hat
assures a uniform and intimate mixture of aggregate and cement during mixing opetlilions. It shall not exceed !be specified moisture content required for adequate compaction. Free """"""
to !be plant shan be provided to the Engineer/Architect, his inspector and his designated Commeroial Testing Laboratory for CODStruction quality control. The mixture shall be hauled
to !be paving area in trucks baving beds cleaned of deleterious material. 4.3 Placement and Compaction The mixture shall be placed on a moistened subgrade in a uniform layer by any approved
method of spreading !hat will deposit the required quantity per lineal foot, without segregation, to produce a uniformly compacted base conforming to the grade and cross-section. Not
more !han 30 minutes shall elapse between placement of CTB in adjacent lanes at any location except at longitudinal and transverse construction joints. No CTB mixture shall be placed
when the subgmde is frozen or when the air temperature is less !han 40° F in the shade. The Engineer/Architect may allow placement when the temperature is 35° F and clearly rising. Compaction
shall start as soon as possible after spreading. The elapsed time between !be addition of water to the CTB mixture and the start of compaction shall not exceed 60 minutes under normal
conditions. The Engineer/Architect may alter this time if environmental conditions, such as temperature, huruidity or wind conditions would justify such a change. Laboratory tests may
be required to verify changes in compaction time liruits. 152251940233 CTB-3 03194 
At the start of compaction. the percentage of moisture in the mixture shall not be more than one percentage point below or two percentage points above the specified optimum moisture
content. and shall 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 shall be determined in the field by a 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 shall be in a loose condition for its fuIt depth. The loose mixture shall then be compacted uniformly to the specified density. During
compaction operations. initial shaping may be required to obtain uniform compaction and required grade and cross-section. 4.4 Finishing When initial compaction is completed. the surface
of the Cement Treated Base shall be shaped to the required lines, grades and cross-section. The moiature content of the surface material shaU be maintained at not less than its specified
optimum moisture content during finishing operations. If any reshaping of the surface i. necessary. it shaU be lightly scarified to remove any compaction planes, scales or smooth surfaces
left by equipment. Final compaction shall then be contioued until uniform and adequate density is obtained. The ern shall be uniformly compacted to a minimum of 96% of maximum density.
Compaction and finishing shaU be done in such a manner as to produce. in not longer than two hours, a smooth, dense surface free of compaction planes, cracks, ridges, or loose material.
4.5 Cultiog After the ern bas been finished as specified herein, it shaJI be protected against drying for seven days by the application of a bituminous prime coat, or other acceptable
methods. The finished ern shaU be kept continually moist until the curing material has been placed. The curing material shaU be applied as soon as possible, but not later than at the
end of each day'. construction. If the bituminous cure is used: 4.5.1 Curing, Bituminous Prime Coat At the time the bituminous prime coat is applied. the Cement Treated Base surface
shall be dense, shaJI be free of all loose and extraneous material and shaJI contain sufficient moisture to prevent excessive penetration of the bituminous material. The bituminous prime
coat specified shaU be uniformly applied to the surface of the completed Cement Treated Base'at the rate of approximately 0.1 gallons per square yard with approved heating and distributing
equipment. The exact rate and temperature of application for complete coverage without excess.ive runoff will be approved by the Engineerl Architect. ern4 03/94 
Sbould it be oecessary for construction equipment or other tmffic to use the bitumioous-oovered surface before the bituminous prime coat has cured sufficiently to prevent 'pick-ups',
sufficient graoular cover sball be applied before such use. The curing material shall be maintained by the Contractor during the seven day protection period so that all of the Cement
Treated Base will be covered effectively during this period. Finisbed portions of Cement Treated Base that are tmveled 00 by equipment used in constructing an adjoining section shall
be protected in such a manner as to prevent equipment from marring or damaging completed work. Cement Treated Base sball be protected for three days after its construction and until
it has hardened. 4.5.2 Curing, Other Methods If curing i. achieved by methods other than Bituminous Prime Coat, the Eogineerl Architect must approve and curing must be performed in accordance
with manufaclorer'. recommendations. 4.6 Construction Joints At the end of each day's construction a transverse construction joint sbaU be formed by cutting back into the completed work
to form a fuJI depth vertical face. Cement Treated Base for large, wide areas shall be built in a series of parallel lanes of convenient length and width meeting the approval of the
Eogineerl Architect. Longitudinal joints shall be formed at the edge ofeach day', construction by cutting back into the completed work to form a fuD depth vertical face free of loose
or shattered materials. 4.7 Traffic Completed portions of Cement Treated Base may be opened immediately to ligbt traffic and to construction equipment provided the curing material or
surface is ont impaired as specified in 4.5. The section may be opened to all tmffic after the three day curing period provided the Cement Treated Base has hardened sufficiently to prevent
marring nr distorting of the surface by equipment or traffic. 4.8 Maintenance Tbe contractor shall be required within the limits of his contract to maintain the Cement Treated Base in
good condition uotiI all work has been completed and accepted. Maintenance shall include immediate repairs of any defects that may occur. This work shall be done by the contractor at
his own expense and repeated as often as may be necessary to keep the area continuously intact. Faulty work sbaD be corrected. Any low areas shall be remedied by replacing the material
for the fuJI depth of treatment rather than by adding a thin layer of Cement Treated Base to the completed work. CfB-S 03194 
5.0 CONSTRUCTION QUAUTY CONTROL PROGRAM To insure that the coosUuction phase of the Cement Treated Base is in accordance with the provisions of these specifications. the following quality
control testiog program will be performed by a testing laboratory retained by the Contractor aod approved by the Engineerl Architect. 5.1 Establish the field moisture density curve in
accordance with ASTM D 558 or AASHTO T 134 (Standard Compactive Effort). The results of this test performed on representative samples of CTB obtained from the area being processed at
a time of about midway through the initial compaction phase will establish the optimum moisture content to be incorporated at the central mixing plant aod the maximum density will serve
as a basis for establishing the density for acceptance. 5.2 The Field-Density of the compacted CTB mixture sbaIJ be determined by aoy of the foUowing: (1) Nuclear Method ASTM D 2922.
(2) Saod Cone Method ASTM D 1556, (3) Water BaUoon Method ASTM D 2167. 5.3 Where strength of Cement Treated Base material is specified. compliaoce sbaIJ be determined by testing a set
of three unconfined cylinders molded from a representative sample of uncompacted Cement Treated Base material taken within one boor from the addition of mixlng water to the Cement Treated
Base material. Strengths of Cement Treated Base material sbaIJ be determined by compressive tests at seven (7) days in accordance with ASTM D 1833. Paragraph 5. "Test Specimens." Paragraph
5.1.1, Method A specifies mold size. Specimens will be molded in accordance with ASTM D 558 Method B. 5.4 Visual inspection of loose ROd compacted thickness of the CTB layer wiU be included
in the report as weU as observations on surface scaling. construction joints and curing. 6.0 MEASUREMENTS AND BASIS OF PAYMENT 6.1 Measurements This work will be measured in square yards
of completed aod accepted Cement Treated Base course. 6.2 Basis of Paymeat This work will be paid for at the contract unit price per square yard of completed ROd accepted Cement Treated
Base course. Contract unit prices will be full payment for furnishing aU materials. equipment. tools, labor. ROd incideotals necessary to complete the work ROd to carry out the maintenaoce
provisions in these specifications. No aUowaoces will be made for aoy materials used or work done outside the lioes established by the Engineerl Architect unless approved in writing
prior to the work. END OF SECTION CTB-6 03194 152251940233 
SECTIONRWU SOLID CONCRETE INTERLOCKING RETAINING WALL UNITS 152251940233 RWU-l 03194 
SECTIONRWU SOLID CONCRETE INTERLOCKING RETAINING WALL UNITS PART I -GENERAL 1.1 WORK INCLUDED A. Furnish and place compacted base fuoting. B. Furnish and install interlocking concrete
retaining wall units in the quality, shape, thickness and color as specified. C. Furnish and install all accessory items as required by the contract documents. 1.2 RELATED WORK A. Preparation
of sub-base. B. Furnish and install base course materials. 1.3 SUBMlTIALS A. Manufacturer's product data. B. Documentation of installer's experience. C. . Manufacturer's installation
instructions. 1.4 QUALITY ASSURANCE A. Manufacturer. Company specializing in the manufacturing of solid concrete interlocking retaining wall units for a period of one year. B. Installer.
Company specializing in the installation of solid concrete interlocking retaining wall units with one year documented experience (and approved by the manufacturer). 1.5 MOCK-UPS A. Provide
mock-up of wall units. B. Size of mock-up shall be determined based on extent of pattern to be adequately shown. 15225194<1233 RWU-2 03/94 
1.6 DEUVERY, STORAGE AND HANDLING Deliver wall units on pallets and bound in such a manner that no damage occurs during shipping, handling, unloading, and storage. 1.7 PROJECT CONDmONS
Install wall units only under conditions stipulated in manufacturer's instructions. 1.8 SEQUENCING AND SCHEDULING. Coordinate installation of wall units with other work shown on the
drawings. 1.9 WARRANTY A. Installation. Installer shall provide a one-year written guarantee. B. Wall Units. Manufacturer shall provide a one-year written guarantee. PART 2 -PRODUCTS
2.1 MANUFACTURER Pavestone Co., 3215 Wm. D. Tate Avenue, (Highway 121), Grapevine, Texas 76051, or approved equal. A. Style: Wallstone. B. Thickness: 4" x 12" x 16" (unsplit). 4" x 12"
x 8" (split). C. Color: Oaks Blend. 2.2 MATERIALS A. Wall Units. 1. Cementious Materials. Portland Cements shall conform to ASTM Specification C-150. 2. Aggregates. Aggregates shall
conform to ASTM Specifications C-33 fur Normal Weight Concrete Aggregate (no expanded shale or lightweight aggregates) except that grading requirements shall not necessarily apply. 3.
Other Materials. Coloring pigments, air entraining agents, integral water repellents, fmely ground silica, etc., shall conform to ASTM standards where applicable, or shall be previously
established as suitable for use in concrete. 15225194!l233 RWU-3 03/94 
B. Compacted Base Footings. The frrst course of wall units may be installed on a level, compacted layer of crushed limestone, gravel, or caliche (1/2" to 314" size). 2.3 PHYSICAL REQUIREMENTS
A. Compressive Strength. At the time of delivery to the work site, the average compressive strength shall not be less than 4000 psi with no individual unit strength less than 3,600 psi,
with testing procedures in accordance with ASTM Standard C-l40. B. Absorption. The average absorption shall not be greater than 7% with no individual unit absorptinn greater than 10%.
C. Proven Field Performance. Satisfying field performance is indicated when units similar in composition, and made with the same manufacturing equipment as those to be supplied to the
Owner, do not exhibit objectional deterioration after at least one year. 2.4 VISUAL INSPECTION A. All units shall be sound and free of defects that would interfere with the proper placing
of unit or impair the strength of permanence of the construction. B. Minor cracks incidental to the usual methods of manufacture, or chipping resulting from customary methods of handling
in shipment and delivery, shall not be deemed grounds for rejection. 2.5 SAMPLING AND TESTING A. The Owner or his authorized representatives shall be accorded proper facilities to inspect
and sample the units at the place of manufacture from lots ready fur delivery. B. Sample and test units in accordance with ASTM Method C-l40. 2.6 REJECTION In the event the shipment
fails to confurm to the specified requirements, the manufacturer may sort it, and new test units shall be selected at random by the Owner from the retained lot and tested at the expense
of the manufacturer. If the second set of test units fails to conform to the specified requirements, the entire lot shall be rejected. 2.7 EXPENSE OF TESTS The expense of inspectiol;l
and testing shall be borne by the Contractor. 152251940233 RWU-4 03194 
PART 3 -EXECUTION 3.1 PREPARATION A. A suitable base sball be prepared as specified in related sections of this specification. B. Excavate to a depth of 6" to 12" to firm, native undisturbed
soil. C. Excavate behind the wall to provide an area for the drainage bed and proper space to compact the backfill. 3.2 FOOTINGS A. Contractor sball inspect and approve the finished
sub-base prior to placement of the compacted base. B. If unusual soil conditions are encountered, contact the ArchitectJEngineer before proceeding. 3.3 DRAINAGE A. During construction
of the wall, provide 3/S" opening at 24" O.c. in the joints of the bottom two courses. B. Construct a drainage bed 12" in width and filled with 1/2" to 3/4" washed gravel. C. Compact
the washed gravel in 12" layers. 3.4 PLACEMENT A. The wall units shall be placed in a pattern approved by the Town of Addison. B. The wall units sball be placed in sucb a manner that
the desired wall unit pattern and joints between the stones are maintained. C. Place the first course of blocks on the prepared footing. D. Place Liquid Nail or approved equal adhesive
to attach coping stones to the underlining of blocks. END OF SECTION IS225I940233 RWU-5 03194 
}'( ! r I/,.I I SECTION SPMA PAINTING OF SIGNAL POLES AND MAST ARMS 152251940233 SPMA-l 03/94 
SECTION SPMA PAINTING OF SIGNAL POLES AND MAST ARMS 1.0 GENERAL 1.1 Work Included A. The work includes, but is not necessarily limited to, furnishing of material. and equipment and completion
of painting and painter'. finish on exposed surfaces as required, including exterior steel. B. Thoroughly examine specifications, site of work and conditions under which work will be
performed before submitting a proposal. Surfaces which cannot be prepared or painted as specified shall be immediately brought to tbe attention of the Owner's representative in writing.
1.2 Work Not Included As directed by tbe specifications. 1.3 Product Delivery, Storage and Handling A. Deliver materials in sealed containers witb manufacturer'. labels intact. B. Store
materials in protected area at temperatures between SO"P and HOOP. 1.4 Job Conditions A. Apply coatings only under tbe following prevailing conditions: 1. Air and surface temperatures
are not below SOop or above 120°F. unless noted otberwise on the product data sheets and labels. 2. Relative humidity is not above 85 percent and tbe surface temperature i. at least
,sop above dew point., B. Protect all surfaces not to be coated. 1.5 Project Conditions Environmental Requirements: Comply witb current Texas Air Quality regulations as to conditions
WIder which coatings and coating systems can be stored and applied. Complete containment of all paint removed tbat contains lead is mandatory. SPMA-2 03/94 152251940233 
1.6 QualityAssurance Job Mock-Up (if applicable): Mock-ups shall serve to determine the standard ofa<:ceptance for the finished installed product . . Mock-up will serve as compatibility test between
existing and new system. 2.0 PRODUcrs 2.1 Acceptable Manufacturers A. Tnemec Company. Inc., Kansas City, MO, (816) 483-3400 or approved equal. B. Equivalent materials of other manufacturers
may be substituted only by approval of the Engineer. Requests for substitution shall include manufacturer's literature for each product giving the name, generic type, descriptive information.
solids by volume, recommended dry film thickness and a list of five projects where each product has been used and rendered satisfactory service. No request for substitution shall be
considered that would decrease film thickness or offer a change in generic type of coating specified. Certified test results showing thai the substitute product(s) equal or exceed the
performance of the specified products shall be submitted. 2.2 Approved Materials A. Rust Inhibitive Polyamide Epoxy, Series 65-1255 Poxiprime. or approved equal. B. Acrylic Polyurethane
Enamel. Series 75 Endura-8hield. or approved equal. 2.3 Colors A. Primer and Spot Primer: 1255 Beige. or approved equal. B. Finish: BM07 No. 313 Dk. Bronze, or approved equal. 2.4 Material
Preparation A. Mix and thin materials according to manufacturer's printed instructions. B. Do not mix materials beyond manufacturer's pol life. 15225/940233 SPMA-3 03/94 
3.0 EXECUTION 3.1 Prework Inspection A. Examine surfaces to be coated and report any condition.s that would adve,,",ly affect appearance or performance of the coating syateIllS and which
cannot be put into acceptable condition by the preparatory work specified in Paragraph 3.2 . . ' .. B. Do not proceed with surface preparation and application until the surface is acceptable
or authorization to proceed is given by the Owner'. representative. 3.2 Surface Preparation A. General: Remove aU surface contamination. Surface must be clean and dry. B. Exterior Ferrous
Metal: SSPC-SP2-Hand Tool Cleaning andSSPC·SPl·Solvent Cleaning in acoordance with Steel Structures Painting Council standards. 3.3 Application A. Apply materials at specified film thicknesses
by method recommended by manufacturer. B. Allow each coat to dry thoroughly before recoating. Follow manufacturer's recommended recoat time. C. Cot edges clean and sharp where work joins
other materials or colors. D. Make finish coats smooth, uniform in color, and free of brush marks, laps. runs, dry overspray and skipped or missed areas. 3.4 Inspection A. Request acceptance
of each coat before applying succeeding coats. B. Touch-up and repair aU work that is not acceptable to the Owner's representative and request final acceptance. 3.5 Cleaning A. Remove
paint spatters from glass, plumbing fixtures. and adjoining surfaces. B. Repair any damage to coatings or surfaces caused by cleaning operations. C. Remove debris from job site and leave
stolllge areas clean. IS22S/940233 SPMA-4 03194 
3.6 Painting Schedule Prepare coatings and finish aU surfaces specified and agreed upon: EXTERIOR Ferrous Metal A. Spol Primer: Tnemec Series 65-1212 Poxiprime, or approved equal B.
Primer: Tnemec Series 65-1212 Poltiprirne, or approved equal, C. Finish: Tnemec Series 7S Endura-Shield, Or approved equal, Total Thickness = END OF SECTION 2.0-3.0 mils 2.0-3.0 mils
3.0-5.0 mils 5.0-8.0 mils 152251940233 SPMA-S 03194 
APPENDIX 
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Section AB Section m Section PF Section CA Section FrB Section PyB Section MB Section BP Section GP Section SP Section T Appendix TABLE OF CONTENTS Advertisement for Bids Instructions
to Bidders Proposal Form Contract Agteement Performance Bond Payment Bond Maintenance Bond Contractor'. Affidavit of BiDs Paid General Provisions Standard Specifications for Public Works
Construction, Nortb Central Texas (separate document not furnished) Special Provisions Technical Specifications Sample of Texas Sales Tax Exemption Certificate 152251940233 ii 03/94
I 
SECTION AB ADVERTISEMENT FOR BIDS 15225/940233 AB-l 03/94 
SECTION AB· ADVERTISEMENT FOR BIDS 1. Sealed bids addressed to the Town of Addison, Texas, for Intersection Improvements, Belt Line Road at Marsh Lane and Belt Line Road at Business
Avenue, for the Town of Addison, Texas, hereinafter called "City" in accordance with plans, specifications and contract documents prepared by Espey, Huston & Associates, Inc., will be
received at the office of Clyde Johnson, Purchasing Manager, Finance Building, 5350 Belt Line Road, Addison, Texas until 2:00 p.m. on the 26th day of May, 1994. Bids received by the
appointed time will be opened and read aloud. Any bids received after closing time will be returned unopened. 2. The Contractor snall identify his bid on the outside of the envelope
by writing the words TOWN OF ADDISON INTERSECTION IMPROVEMENTS, BELT LINE ROAD AT MARSH LANE AND BELT LINE ROAD AT BUSINESS AVENUE. 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 received. 6. The Bidder (proposer)
must supply all the information required by the Proposal Form. 7. A Performance Bond, Labor and Material Payment Bond, and Maintenance Bond will be required by the Owner; each Bond shall
be in the amount of 100% of the total contract amount. Bonds shall be issued by a surety company licensed by the State of Texas to act as a Surety. 8. For information on bidding or to
secure bid documents, call Clyde Johnson (214) 450-7090. For information on the work to be performed, call John Baumgartner, City Engineer, (214) 450-2886. 9. This project consists of
providing paving, sidewalk, traffic signal, landscape and other miscellaneous improvements as shown on the plans and in accordance with the specifications. 152251940233 AB-2 03194 
10. DBE/MBE Requirements: All bidders and proposers sball 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 lOBE). In the event
that the bidder of 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, Blacks, 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 AB-3 03/94 15225/940233 
MAY 10 '94 15:02 TO 214 397 9714 FROM TOWN OF ADDISON T-?64 P.01 Po!lt·II* brand lax Iransmillal memo 7!>71 , of...... Co. nU Fo•• • FINANCE DEPARTMENT I PURCHASING DIVISION 5350 Belt
Une Road (214) 450-7091 Facsbnile (214) 386-0938 P. O. Box 144 Addison. Texas 75001 ADDENDUM NUMBER 1 INTERSEcnON IMPROVEMENTS BELT LINE ROAD AND MARSH LANE . AND BELT LINE ROAD AND
BUSINESS AVENUE BID NO. 94-31 This addendum shall amend the original Invitation, Instruction, and 􀁓􀁰􀁥􀁣􀁩􀁦􀁩􀁾􀁡􀁴􀁩􀁯􀁮􀁳􀀠as follows: A Pre-bid Conference will be beld: 9:00 A.M.,
May 17, 1994 16801 Westgrove Addison. TeJ:as 75248) 􀁁􀁴􀁴􀁥􀁮􀁤􀁡􀁮􀁾􀁥􀀠is voluntary; however, it Is strongly recommended that you attend. 1'his addendum was issued on May 10, 1994,
by tbe Purchasing Manager for tbe Town of Addison. Clyde Johnson Each bidder shall sign, date. and include this addendum with their bid. DATE SIGNED AUTHORIZED SIGNATURE COMPAl'.'Y NAME
.MAY 10 '94 15:01 214 386 0938 PAGE. 001 
· ,I SECTION IB INSTRUCTIONS TO BIDDERS 152251940233 IB-l 03/94 
SECTION m INSTRUCTIONS TO BIDDERS A. PROJECT: Intersection Improvements. Belt Ljne Road at Marsh I Me and Belt Ljne Road at Business Avenue, in the Town of Addison. B. PROJECT DESCRIPTION:
This project consists of providing paving, sidewalk, traffic signal and other miscellaneous improvements as shown on the plans and in accordance with the specifications. C. PROPOSALS:
Proposals must be in accordance with these instructions in oolec to receive consideration. D. DOCUMENTS: Documents include the Bidding Requirements, General Provisions, Special Provisions,
Technical Specifications, Drawings plus Addenda which may be issued by the Consultant during the bidding period. Bidding Documents may be viewed and/or obtained under the terms and conditions
set forth in the Advertisement for Bids. Section AB of this Project Manual. E. EXAMINATION OF DOCUMENTS AND SITE: Bidders shall carefully examine the Bidding Documents and the construction
site to obtain first-hand knowledge of the scope and the conditions of the Work. Each Contractor. Subcontractor and Sub-subcontractor, by submitting a proposal to perform any portion
of the Work, represents and warrants thnt he has examined the Drawings, Specifications (Project Manual) and the site of the Work, and from his own investigation has satisfied himself
as to the scope, accessibility, nature and location ofthe Work; the character ofthe equipment and other facilities needed for the performance ofthe Work; the character and extent of
other work to be performed; the local conditions; labor availability, practices and jurisdictions and other circumstances that may affect the perfurmance 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 for the proposed Contract is in doubt as to the meaning of any part of the Drawings, Specifications (Project Manual) or other proposed Contract
Documents, he may submit to the Consultant, not Inter than seven (7) calendar days prior to the date set for opening bids, a written request for an interpretation or clarification. Bidders
should act promptly and allow sufficient time for a reply to reach them before preparing their bids. Any interpretation or clarification will be in the form of an Addendum duly issued.
No alleged verbal interpretation or ruling will be held binding upon the Owner. 1522S/940233 !B-2 03194 
O. SUBSTlTUI'IONS: 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 mcalendar days prior to the established bid date. H. ADDENDA: Interpretations, clarifications, additions, deletions and modifications to the
I I Documents during the bidding period will be issued in the form of Addenda and a copy ofsuch Addenda will be mailed or delivered to each person who has been issued a set of the Bidding
Documents. Addenda will be a part of the Bidding Documents and the Contract Documents, and receipt of them shall be acknowledged in the Bid Form. All such interpretations and supplemental
instructions will be in the form of written addenda to the contract documents which, if issued, will be sent by telegram, certified or registered mail, or hand delivered to all prospective
bidders (at the respective addresses furnished for such purposes) not later than three ((3) calendar days prior to the date fixed for the opening of bids. If any bidder fails to acknowledge
the receipt of such addenda in the space provided in the bid form, his bid will nevertheless be construed as though the receipt of such addenda had been acknowledged. I. COMPLETION TIME:
A reasonable completion time has been established by the Owner and is indicated in the Proposal Form. J. PREPARATION OF BIDS: Prices quoted shall include all items of cost; expense,
taxes, fees and charges incurred, or arising out of, the performance of the wod: to be performed under the Contract. Bids shall be submitted in duplicate and shall be signed in ink.
Any bid on other than the required form will be considered informal and may be rejected. Erasures or other changes in a bid must be explained or noted over the initials ofthe bidder.
Bids containing any conditions, omissions, unexplained erasures and alterations, or irregnlarities of any kind may be rejected as informal. The prices should be expressed in words and
figures or they may be . deemed informal and may be rejected. In case of discrepancy between the prices written in the bid and those given in the figures, the price in writing will be
considered as the bid. Failure m submit all requested information will make a bid irregular and subject to rejection. Bids shall be signed with name typed or printed below signature,
and, if a partnership, give fuU name of all partners. Where bidder is a corporation, bids must be signed with the legal name of the corporation foUowed by the name of the state of incorporation
and the legal signatore of an officer authorized to bind the corporation to a contract. K. SUBMrITAL OF BIDS: Sealed proposals will be received at the time, date and place sluted in
the Advertisement for Bids. Proposals shall be made on unaltered Proposal Forms furnished by the Consultant. Submit proposal in an opaque, sealed envelope addressed to the Owner and
plainly mad: on the ontside ofthe envelope the project name, and the name and address of the bidder. bidder. The Bid Bond must be completed and signed by each bidder and submitted with
the bid. Submit Bids by mail or in person prior to the time for receiving bids set forth in the Advertisement for Bids issued by the City. IS22S1940233 1B-3 03/94 
L. MODIFICATION AND WITHDRAW AI-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 aod must be signed
by a person legally empowered to bind the bidder. No bidder shall modify, withdraw or cancel his bid or any part thereof for thirty (30) calendar days after the time agreed upon for
the receipt of bids. M. DISQUALIFICATION: The Owner reserves the right to disqnalify proposals, before or after the opening, upon evidence ofcollusion 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 sele<:ted bidder shall, within five
(5) calendar days, submit the following: 1. 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 spe<lial 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 perfurm 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 informalities. The Consultant, in making his recommendation, will consider the following elements: 1. Whether the bidder is a contractor with experience
in the type of work involved. 2. Whether the bidder bas adequate plant, equipment and persoJl1lelto perform the work properly aod expeditiously. :I. Whether the bidder has a suitable
financial status and reputation for meeting obligations incident to work of the kind spe<lified. P. EXECUTION OF THE CONTRACT: The successful bidder will be required to enter into a
contract with the Owner within seven (l) calendar days of notice by the Owner that his bid bas been accepted. Failure to enter into contract within the established time limit without
proper justification shall be considered grounds for fomitore of the bid hood. 15225/940233 
Q. CONSTRUCTION SCHEDULE: It is the Owner's desire to have the project completed and operational in as short a time as possible. The number of calendar days for completion of the project
will begin with the date specified in the Notice to Proceed. The Notice to Proceed will be issued in a manner to facilitate a smooth construction of the project. The Contractor shall
begin conStruction within five (S) calendar days of the issuance of the Notice to Proceed. In no instance shall the number of calendar days for completion of the woIt 􀁭􀁾􀁲􀁥􀁤from
the proposed date of beginning exceed 120 calendar days. In addition, the Contractor shall have all woIt at the Belt LinelBusiness intersection completed by September 20, 1994, with
the exception of the landscape and irrigation woIt. R. UQUIDATED DAMAGES: The time of completion is the essence ofthis contract. For each calendar day that any woIt shall remain uncompleted
after the time specified in the proposal and the contract, or the increased time granted by the Owner, or as equitably increased by additional woIt or materials ordered after the contract
is signed, the sum per day given in the following schedule shall be deducted from the monies due the Contractor: $250 per Calendar Day The sum of money thus deducted fur such delay,
failure or non-completion is not to be considered as a penalty, but shall be deemed, taken and treated as reasonable liquidated damages, per calendar day that the Contractor shall be
in default after the time stipulated in the contract for completing the work. The sald amounts are fixed and agreed upon by and between Owner and Contractor because of the impracticability
and extreme difficulty of fixing and ascertaining the actoal damages the Owner in such event would sustain; and said amounts are agreed to be the amounts of damages which the Owner would
sustain and which shall be retained from the monies due, or that may become due, the Contractor under this contract; and if said monies be insufficient to cover the amount owing, then
the Contractor or his surety shall immediately pay any additional amounts due. If the Contractor finds it impossible, for reasons beyond his control, to complete the woIt within the
contract time as specified, the Contractor may make a written request for an extension of time in accordance with the General Provisions. S. FORM OF CONTRACT: The contract fur 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 Performance Bond, a Labor and Material Payment Bond
and a Maintenance Bond will be required by the Owner. Sample forms have been included in the Performance Bond, Payment Bond and Maintenance Bond sections. 152251940233 IB-S 03194 
U. BID SECURITY: Bids shall be accompanied by a cashier's check or certified check: upon a national Or state bank: in an amount not less than five percent (5%) of the total maximum bid
price payable without recourse to the Town of Addison, or a bid bond in the same amount from a reliable surety company as a guarantee that the bidder will enter into a contract and execute
Performance Bond within ten (10) calendar days after notice of award of contract to him. Such checks or bid bonds will be returned to all except the three lowest bidders within three
(3) days after the opening of bids, and the remaining checks or bid bonds will be returned promptly after the Owner has made an award of contract, or, if no award has beeo made within
thirty (30) calendar days after the date of the opening of bids, upon demand of the bidder at any time thereafter, so long as he has not been notified of the acceptance of his bid. V.
RESOLUTIONS: Ifthe bidder is a corporatioo, a copy of the resolution empowering the person submitting the bid to bind the bidder must be included with the bid. W. CONSTRUcnON STAKING:
Construction staking will not be provided by the Owner. Benchmarks and Horizontal Control are shown on the plans. X. FINAL PAYMENT: The general provisions for Final Payment shall be
as stated in Item 1.51.4 of the North Central Texas Standard Specifications for Poblic Works Construction (1983 Edition) including aU Amendments and Additions. Prior to final payment
the Contractor shall provide the Owner with the following items: I. A Contractor's Affidavit of Bills Paid in accordance with Section BP. 2. A Consent of Surety Company to Final Payment.
3. A complete set of as-built plans which indicate all construction variations from the original construction documents in accordance with Item 5 of the Special Provisions. 4. A one
(I) year Maintenance Bond in accordance with Section MB. Y. OWNER FURNISHED ITEMS: The OWNER shall furnish to the Contractor the fuUowing traffic signal components: 1. Six (6) 55-foot
mast arms and mast mast ann poles. 2. Two (2) 36-foot mast arms and mast arm poles which the Contractor shall relocate from the Belt Line/Marsh intersection to the Belt Line/Business
intersection. The Contractor shall pick: up item I from the Town of Addison storage filcility. END OF SECTION m 15225/940233 IB-6 03/94 
SECTIONPF PROPOSAL FORM 152251940233 PF-l 03194 
BID FORM TO; The Honorable Mayor and City Council Town of Addison, Texas Gentlemen:) _____,19_ i ! The undersigned bidder, having examined the plans, specifications and contract documents,
and the location of the proposed work, and being fully advised as to the extent and character of the work, proposes to furnish all equipment and to perform labor and work necessary fur
completion of the work described by and in accordance with the Plans, Specifications and Contract fur the following prices, to wit: Signed by: ACKNOWLEDGEMENT OF ADDENDA: , The Bidder
acknowledges receipt of the following addenda: Addendum No.1 ___ Addendum No.2 ___ Addendum No.3 ___ 152:25/940233 PF-2 03/94 
Clarification of Bid Items 1. The lump sum bid items for traffic signals at Belt Line/Marsh and Belt LinelBusiness are inclusive of all traffic signal work included in these plans. This
work includes, but is not limited to the following items. • Touch up paint of six new 55' traffic signal poles and mast arms as required and repaint of two existing 36' traffic signal
poles and mast arms. Paint shall be two component polyurethane as manufactured by Tnemec Company Incorporated (Series 75) or approved equal. If the existing paint coating has been removed
to the substrate, a two component polyamide epoxy as manufactured hy Tnemec Company Incorporated (Series 65) shall be applied prior to the polyurethane coating. The existing poles shall
be lightly sanded as required to remove oxidation. Surface preparation shall be in accordance with the manufacturer's recommendations. All paint shall be dark bronze color. -New 2" grey
electrical conduit (Schedule 40) and 8-conductor, stranded, shielded wire as required to restore the Belt Line Road interconnect between the Marsh Lane controller and the Commercial
Drive controller. • Opticom sensors for all approaches at Belt Line/Marsh and Belt LinelBusiness. -All detector loops, pull boxes and other appurtenances. • Furnish and install the traffic
signal components listed on pages PF-4 and PF-5. •.1 PF-3 03194 I I 
£m 820A 16PIl8CMI 12DIP44/SPEClAL CONTROLLER & CABINET ASSY , i , PSC83E300P PSC84E400P WITA2120LK PSC84E400P WITA2120RK Description Ouantity 820A, CONTROLLER AND CABINET ASSY TO 2 (EACH)
INCLUDE: PAINTED P44 CABINET (META-FLEX DARK BRONZE OUTSIDE, WHITE INSIDE) 16 POSmON BACKPANEL, 16 DIAGNOSTIC VEHICLE LOAD SWITCH (pOSITIVE AND NEGATIVE HALF-WAVE SIGNAL SENSING AND
FAULT LATCHING), 1 NEMA FLASHER, 1 (18) CHANNEL EDI SSM-18LE CONFLICT MONITOR, 6 FLASH TRANSFER RELAYS, 1 POWER PANEL, 1 DETECTOR PANEL WITH 12 LOOP HARNESSES, AND 12 SINGLE CHANNEL
LOOP DETECTORS. (MANUFACTURER: IDClTranConexlMultisonic) 1 WAY 3 SECTION 12" POLYCARBONATE 16 (EACH) TRAFFIC SIGNAL WITH TUNNEL VISORS, COLOR BLACK LENS CONFIGURATION: RED, YELLOW, GREEN
(MANUFACTURER: Traffic Control Technologies) 1 WAY 4 SECTION 12" POLYCARBONA TE 13 (EACH) TRAFFIC SIGNAL WITH TUNNEL VISORS, COLOR BLACK WITH FffiEROPTIC DUAL INDICATION LEFT TURN SIGNAL,
LENS CONFIGURATION: RED, YELLOW, GREEN, RIGHT TURN FffiEROPTIC DUAL INDICATION YELLOW AND GREEN GREEN ARROW. (MANUFACTURER: Traffic Control Technologies) 1 WAY 4 SECTION 12" POLYCARBONATE
3 (EACH) TRAFFIC SIGNAL WITH TUNNEL VISORS, COLOR BLACK WITH FmEROPTIC DUAL INDICATION RIGHT TURN SIGNAL, LENS CONFIGURATION: RED, YELLOW, GREEN, LEFT TURN FmEROPTIC DUAL INDICATION
YELLOW AND GREEN ARROW. (MANUFACTURER: Traffic Control Technologies) lS225194Q233 PF4 03/94 
7037 W/4805 BK-lOO3-C BK-lOO4-C AB-{)116-3-29 AB-{)II6-4-29 AB-{)II6-4-56 MODEL 521 MODEL 562 MODEL 138 MODEL SF-2014 MODEL SF-lOO5-{)9 . ! MODEL SF-lOO6-{)9 152251940233 INCANDESCENT
I SECTION CAST ALUMINUM SIGNAL COLOR BLACK WITH A SINGLE PIECE DOUBLE PARABOUC REFLECTOR, A TWO COLOR WORD MESSAGE LENS, A SINGLE PIECE CAST ALUMINUM SWING DOWN DOOR FRAME, A BLANKOUT
Z-CRATE TYPE SUN VISOR, TWO All LONG LIFE TRAFFIC SIGNAL LAMPS, AND CLAMSHELL TYPE MOUNTING (MANUFACTURER: IDCfIndicator Controls) 16 (EACH) VACUUM FORMED BACKPLATE, 3 SECTION 12" TCT
(MANUFACTURER: Pclro) 16 (EACH) VACUUM FORMED BACKPLATE, 4 SECTION 12" TCT (MANUFACTURER: PeJro) 16 (EACH) 3 SECTION ASTRO BRAC W129" BANDS (MANUFACTURER: Pelro) 16 (EACH) 4 SECTION
ASTRO BRAC W/29" BANDS (MANUFACTURER: Pelro) 13 (EACH) 4 SECTION ASTRO BRAC W/56" BANDS (MANUFACTURER: PeJro) 3 (EACH) OPTICOM OPTICAL DETECTOR (MANUFACTURER: 3M) 8 (EACH) OPTICOM DISCRIMINATOR
MODULE (MANUfACTURER: 3M) 4 (EACH) OPTICOM CABLE (MANUFACTURER: 3M) 2000 (LINEAR FEET) PUSH BUTTON STATION ASSY WITHOUT CABLE GUIDE, FREEZE PROOF -9XI2, COLOR: BRUSHING BROWN (MANUFACTURER:
PeJro) 16 (EACH) PEDESTRIAN SIGN, TO CROSS STREET PUSH BUTTON WAIT FOR WALK SIGNAL; LEFT ARROW -9X12, 4 HOLE (MANUFACTURER:Pclro) 8 (EACH) PEDESTRIAN SIGN, TO CROSS STREET PUSH . BUTTON
WAIT FOR WALl{ SIGNAL; RIGHT ARROW -9Xl2, 4 HOLE (MANUFACTURER: Petro) 8 (EACH) PF-5 03194 
i 2. The lump sum bid items for landscaping work at Belt Line/Marsh and Belt Line/Business are inclusive of all landscaping work included in these plans with the exception of Pavestone
Pavers (pattern A and Pattern B) which are separate bid items. The 4" wide concrete paver stop shall be incidental to the bid items for PavestonePavers. The lump sum bid items for landscaping work include, but are not limited to, fucnisbing and installing the following landscape improvements: • all trees and shrubs • backfill
• prepared soil mix • mulch • organic fertilizer • erosion control netting • removal of existing unbroken pavers and delivery to the Town of Addison Service Center. The soil mix shall
be LMNG TECHNOLOGIES' landscape mix or approved equal. 152251940233 PF-6 03194 
BID SCHEDULE A TOWN OF ADDISON, TEXAS INTERSECTION IMPROVEMENTS BELT LINE ROAD AT MARSH LANE ;' i Item Est. Unit ..N.!1.... .Qrum... !!Ilit Description Price Amount 1 1 L.S. Mobilization,
bonds and insurance, complete, per lump sum $ 33,600.00 33,600.00 2 0.70 AC. Clearing and grubbing including removal and disposal of existing trees, complete, per acre $10,000.00 7,000.00
3 4,200 L.F. Remove and dispose of existing concrete curb andlor curb and gutter, complete, per 1.50 6,300.00linear foot $ 4 2,080 S.Y. Remove and dispose of existing concrete pavement,
complete, per square yard $ 7.50 15,600.00 5 1,200 S.Y. Remove and dispose of existing concrete sidewalk, complete, per square yard $ 6.50 7,800.00 ' ....;: , I ; 6 4,670 S.Y. Furnish,
pIa imd compact cement ted base (6"), \) \eit\ co:;;:: in place, per \ 􀁾􀀠)'I eyard $ 10.00 46,700.00 " . 􀀺􀁾􀀺􀀠 Iv 7 3,850 S.Y. Furnish and placeet!'-3600 PSI reinforced CODer pavement,
:'7,10complete in place, per square yard $ 2Xr5 96,827.50 ;0 ! 1522S/94Q233 PF-7 03194
 BID SCHEDULE A TOWN OF ADDISON, TEXAS INTERSECllON IMPROVEMENTS BELT LINE ROAD AT MARSH LANE Item .1!fll.... Est. 􀁾􀀠!l.oi1 Descriptjon Unit Price Amount 8 740 S.Y. Furnish and place
4"-2500 PSI reinforced concrete sidewalk:, complete in place, per square yard $ 22.00 16,280.00 9 1 L.S. Furnish, place and maintain barricading, signing, temporary pavement markings,
and traffic control, complete in place, per lump sum $ 5,000.00 5,000.00 10 3,980 L.F. Furnish and place 6"-3600 PSI concrete integral curb, complete in place, per linear foot $ 1.50
5,970.00 11 1,680 L.F. Furnish and place 6"-3600 PSI reinforced concrete curb and gutter, complete in place, per linear foot $ 9.00 15,120.00 12 1,800 C.Y. Unclassified street excavation,
including hauling and disposal, complete in place, per cubic yard $ 5.00 9,000.00 13 6,160 L.F. Furnish sawed breakout groove, complete in place, per linear foot $ 2.00 12,320.00 14
441 L.F. Furnish and install variable height solid concrete interlocking retaining wall (pavestone -Oaks Blend, or approved equal), complete in place, per linear foot $ 20.00 8,820.00
152251940233 PF-8 03/94 
BID SCHEDULE A TOWN OF ADDISON, TEXAS INTERSECTION IMPROVEMENTS BELT LINE ROAD AT MARSH LANE Item .lJ2... Est. Qmw... !.!nit Description Unit Price Amount IS 8 EA. Remove and dispose
of existing curb inlet, complete, per each $ 700.00 5,600.00 16 2 EA. Furnish and place 6' standard curb inlet, complete in place, per each $ 1,500.00 3,000.00 17 1 EA. Furnish and place
6' recessed curb iniet, complete in place, per each $ 1,500.00 1,500.00 18 1 EA. Furnish and place 8' recessed curb inlet, complete in place, per each $ 1,600.00 1,600.00 19 4 EA. Furnish
and place 10' recessed curb inI et, complete in place, per each $ 2,000.00 8,000.00 20 68 L.F. Furnish and install 21" reinforced concrete pipe (RCP), including embedment and concrete
collar, complete in place, per linear foot $ 95.00 6,460.00 21 54 L.F. Furnish and install IS" PVC drain pipe (SDR 35) including embedment and bends, complete in place, per linear foot
$ 65.00 3,510.00 03194Imsl940233 PF-9 
BID SCHEDULE A TOWN OF ADDISON, TEXAS INTERSECTION IMPROVEMENTS BELT LINE ROAD AT MARSH LANE I Item Est. Unit ..H2.... .Qmm. llnit Description Price Amount 22 70 L.F. Furnish and install
slotted drain (City of Dallas Std. 2510-1-2005) including embedment, complete in place, per linear foot $ 115. 00 8,050.00 23 230 EA. Furnish and place 6"x6" white refleetive jiggle
bars, complete 11.00 2,530.00in place, per each $ 24 275 EA. Furnish and place Permark P-7W (4") white non-reflective ceramic 2.00 550.00marker. complete in place, per each $ 25 275
EA. Furnish and place Permark P-l5W (4") white refleetive ceramic marker, complete in place, 1,375.00per each $ 5.00 26 255 L.F. Furnish and place 24' white refleetive thermoplastic
stop bar, 1,530.00complete in place, per linear foot $ 6.00 27 790 L.F. Furnish and place 4" white reflective thermoplastic stripe, 1.00 790.00complete in place, per linear foot $ 28
50 EA. Furnish and place white refleetive thermoplastic pavement direetional 85.00 4,250.00marker, complete in place, per each $ 03194IS225I940233 PF-IO 
BID SCHEDULE A TOWN OF ADDISON, TEXAS INTERSECTION IMPROVEMENTS BELT UNE ROAD AT MARSH LANE Item Est. Unit .1:l'2..... .QloIm.. l.lni! Description Price Amount 29 L.S. Provide all traffic
signalization relocation/installation work, including lights, loops, poles, boxes, painting, interconnect conduit and cable, and all appurtcoances, complete in place, per lump sum $
90,000.00 90,000.00 30 1 EA. Furnish and install wye connections, complete in place, per each $ 315.00 315.00 31 9 EA. Relocate existing street signs, complete in place, per each $ 90.00
810.00 32 1 EA. Relocate existing water meter, including all necessary fittings and appurtenances, complete in 800.00 800.00place, per each $ 33 3 EA. Relocate existing fire hydrant,
including all necessary fittings, tapping sleeves, valves and appurtenances, complete in place, per each $ 1,900.00 5,700.00 34 2 EA. Adjust existing water valves to new elevation, complete
in place, 125.00 250.00per each $ 152251940233 PF-ll 
BID SCHEDULE A TOWN OF ADDISON, TEXAS INTERSECTION IMPROVEMENTS BELT LINE ROAD AT MARSH LANE ·1 I I Item Est. Unit ....Hl!-Qwm. !l!!i1 Description Price Amount 35 1 L.S. Provide· all
irrigation removalI relocation work and proposed irrigation work, complete in place, per lump sum $13,000.00 13,000.00 I 36 1 L.S. Provide all landscaping removall I relocation work
and proposed landscaping work, complete in 35,000.00place, per lump sum 􀁾􀀵􀀬􀁏􀁏􀁏􀀮􀀰􀀰􀀠37 1 L,S, Lowering of 12· water main in accordance with Dallas Water Utilities File 414W-31
including all pipe, bends, blocking and appurtenances, complete in place, per lump sum $ 3,400,00 3,400,00 38 2 EA. Relocate DART.pad, bench and sign, 600.00 1,200.00complete in place,
per each $ 39 8,150 S.Y, Furnish and place Bermuda Block sodding, including fertilizer, watering and maintenance, LOa 8,150,00complete in place, per square yard $ 40 13,630 S,Y. Furnish
and place Bermuda hydromulching, including fertilizer, watering and maintenance, complete 681. 50in place, per square yard $ .05 03194152251940233 PF-12 
i I Item Est. ..N2...... Qum.. !!nit 41 300 S.F. 42 3,200 S.F. BID SCHEDULE A TOWN OF ADDISON, TEXAS INTERSECTION IMPROVEMENTS BELT LINE ROAD AT MARSH LANE Description Furnish and install
Pavestone Pavers (pattern A) including sand bedding, concrete base, and compacted subgrade, complete in place, per square foot Furnish and install Pavestone Pavers (pattern B) including
sand bedding, concrete base, and compacted subgrade, complete in place, per square foot TOTAL AMOUNT BID FOR BID SCHEDULE A, ITb"MS 1 THROUGH 42, INCLUSIVE Unit Price Amount 5.00 1,500.00$
$ 5.00 16,000.00 $ 511,889.00 15225/940233 PF-13 00/94 
Item ..N2...43 Est. Qyan... 0.40 44 3,445 45 725 46 450 -I i 47 48 2,635 2,000 49 152251940233 BID SCHEDULE B TOWN OF ADDISON, TEXAS INTERSECTION IMPROVEMENTS BELT LINE ROAD AT BUSINESS
AVENUE Unit !.!nil Description Price Amount AC. Clearing and grubbing including removal and disposal of existing 4,000.00trees, complete, per acre $10,000.00 L.F. Remove and dispose
of existing concrete curb and/or curb and gutter, complete, per l.50 5,167:50linear foot $ S.Y. Remove and dispose of existing concrete pavement, complete, 7.50 5,437.50per square yard
$ S.Y. Remove and dispose of existing concrete sidewalk, complete, per square yard $ 6.50 2,925.00 S.Y. compact 10.00 26,350.00$ " S.Y. Furnish and place1-3600 PSI reinforced concrete
pavement, complete in place, per 50,300.00$ 􀁾􀀯􀁳square yard , S.Y. Furnish and place 4·-2500 PSI reinforced concrete sidewalk, complete in place, per 10,230.00square yard $ 22.00 PF-14
03194 
BID SCHEDULE B TOWN OF ADDISON, TEXAS INTERSECTION IMPROVEMENTS BELT LINE ROAD AT BUSINESS AVENUE Item 􀁾􀀠Est. Qwm. li.!!it Description Unit Price Amount 50 1 L.S. Furnish, place and
maintain barricading, signing temporary pavement markings and traffic control, complete in place, per lump sum $ 5,000.00 5,000.00 51 1,945 L.F. Furnish and place 6"-3600 PSI concrete
integral curb, complete in place, per linear foot $ 1.50 2,917.50 52 1,575 L.F. Furnish and place 6"-3600 PSI reinforced concrete curb and gutter, complete in place, per Iinear foot
9.00$ 14,175.00 53 1,640 C.Y. Unclassified street excavation, including hauling and disposal, complete in place, per cubic yard $ 5.00 8,200.00 54 3,770 L.F. Furnish sawed breakout groove,
complete in place, per linear foot $ 2.00 7,540.00 55 557 L.F. Furnish and install variable height solid concrete interlocking retaining wall (pavestone -Oaks Blend, or approved equal),
complete in place, per linear foot $ 20.00 11,140.00 56 2 EA. Remove and dispose of existing curb curb inlet, complete in place, per each $ 700.00 1,400.00 IS22S1940233 PF-15 03/94 
BID SCHEDULE B TOWN OF ADDISON, TEXAS INTERSECI10N IMPROVEMENTS BELT LINE ROAD AT BUSINESS AVENUE Item .li2... 57 Est. Qmm. 2 !.!.nn EA. Description Furnish and place 10' recessed curb
inlet, complete in place, per each Unit Price $ 2,000.00 Amount 4,000.00 58 15 L.F. Furnish and install 18" reinfurced concrete pipe (RCP), including emhedment and concrete collar, complete
in place, per linear foot $ 90.00 1,350.00 59 7 L.F. Furnish and install 21" reinforced concrete pipe (RCP), including embedment and concrete collar, complete in place, per linear foot
$ 95.00 665.00 60 I EA. Furnish and install wye connections, complete in place, per each $ 315.00 315.00 61 1 EA. Furnish and install 45-degree bend (IS" RCP), complete in place, per
each 315.00$ 315.00 62 170 EA. Furnish and place 6"x6" white reflective jiggle bars, complete in place, per each $ 11.00 1,870.00 63 175 EA. Furnish and place Permar" P-7W (4") white
non-reflective ceramic marker, complete in place, per each $ 2.00 350.00 PF-16 
BID SCHEDULE B TOWN OF ADDISON, TEXAS INfERSECTION IMPROVEMENTS BELT LINE ROAD AT BUSINESS AVENUE Item Est. Unit ..N.!L... QJwJ.. !lnU Description Price Amount 64 175 EA. Furnish and
place Permark P-1SW (4") white reflective ceramic marker, complete in place, 875.00per each $ 5.00 65 21 EA. Furnish and place Permark P-117Y yellow double reflective ceramic pavement
markers, complete in 5.50 115.50place, per each $ 66 195 L.F. Furnish and place 24· white reflective thermopl astic stop bar, complete in place, per linear foot $ 6.00 1,170.00 67 160
L.F. Furnish and place 4' white reflective thermoplastic stripe, 160.00complete in place, per linear foot $ 1.00 68 33 EA. Furnish and place white reflective thermoplastic pavement directional
2,805.00marker, complete in place, per each· $ 85.00 69 L.S. Provide all traffic signalization relocation/installation work, including lights, loops, poles, boxes, painting, interconnect
cable and conduit, and all appurtenances, complete in place, per lump sum $85,000.00 85,000.00 03194lS225/940233 PF-17 
BID SCHEDULE B TOWN OF ADDISON, TEXAS INTERSECTION IMPROVEMENTS BELT LINE ROAD AT BUSINESS AVENUE ·1 Item ..N!l.... Est. Ql!mL. !lnil; Description Unit Price Amount 70 4 EA. Relocate
existing street signs, complete in place, per each 90.00 360.00 71 1 EA. Adjust existing manhole, complete, per each $ 315.00 315.00 72 1 EA. Adjust existing water valves to new elevation,
complete in place, per eacb $ 125.00 125.00 73 1 L.S. Provide all irrigation removalI relocation work and proposed irrigation work, complete in place, per lump sum $ 21,000.00 21,000.00
74 1 L.S. Provide all landscaping removalI relocation work and proposed landscaping work, complete in place, per lump sum $ 47 ,000.00 47,000.00 75 2,900 S.Y. Furnisb and place Bermuda
Block sodding, including fertilizer, watering and maintenance, complete in place, per square yard $ LOO 2,900.00 76 7,850 S.Y. Furnisb and place Bermuda bydromulching, including fertil
izer, watering and maintenance, complete in place, per square yard $ .05 392.50 PF-18 
BID SCHEDULE B TOWN OF ADDISON, TEXAS INTERSECTION IMPROVEMENTS BELT LINE ROAD AT BUSINESS AVENUE Item Est. Unit ..N2.... Ql!!!L. Yni1 DescriPtion Price Amount 77 320 S.F. Furnish and
install Pavestone Pavers (pattern A) including sand bedding, concrete base, and compacted subgrade, complete in place, per square foot $ 5.00 1,600.00 18 1,600 S.F. Furnish and install
Pavestone Pavers (pattern B) including sand bedding, concrete base, and compacted subgrade, complete in place, per square foot $ 5.00 8,000.00 $ 335,465.50TOTAL AMOUNT BID FOR BID SCHEDULE
B, ITEMS 43 THROUGH 18, INCLUSIVE IS22S1!l4a233 PF-19 03/94 
i . , BID SUMMARY TOWN OF ADDISON, TEXAS INTERSECTION IMPROVEMENTS BELT LINE ROAD AT MARSH LANE AND BELT LINE ROAD AT BUSINESS AVENUE TOTAL AMOUNT BID FOR $ 511,889.00 BID SCHEDULE A,
ITEMS 1 THROUGH 42, INCLUSIVE $ 335,465.50TOTAL AMOUNT BID FOR BID SCHEDULE B, ITEMS 43 THROUGH 78, INCLUSIVE TOTAL AMOUNT BID FOR $ 847,354.50 BID SCHEDULES A AND B, ITEMS 1 THROUGH
78, INCLUSIVE The completion time for Bid Schedule A and Schedule B, Items 1 through 78 of this Contract is 120 caleodar days. NOTES: 1. All items, labor, materials, equipment, facilities,
incidentals and work required for construction of the project are to be provided and installed by the Contractor as part of the project aod payment for the cost of such shall be included
in the price bid for the construction of the project. 2. Materials which are "tax exempt" are those items which are physically incorporated into the facilities constructed for the OWNER,
as set forth in the Special Provisions. Materials include, but are not limited to purchased items such as concrete, aod road base, etc. Services which are "not tax exempt" are those
items which are used by the Contractor but are not physically incorporated into the OWNER'S facility and/or items which are consumed by construction, as set forth in the Special Provisions.
Services include, but are not limited to, items such as supplies, tools, skill and lahor, the purchase, rental or lease of equipment, etc. 3. Prices must be shown in words and figures
for each item listed in this proposal. In the event of discrepancy, the words shall control. 15225/940233 PF-20 03194 
IfBIDDER is: ,i An Individual . By ____________________􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭(Seal) (Individual's Name) doing business as Business address: Phone No. _______________________
____________________________ A Partnership By ____________________________________________________ (Seal) (Firm Name) (General Partner) doing business as Business address: Phone No.
152251940233 PF-21 03/94 
A Corporation By ______________________________________________________ (Corporation Name) (State of Incorporation) By ________________􀁾􀀭􀀭􀁾􀀭􀀭􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭(Name
of Person Authorized to Sign) (ritle) (Corporate Seal) 􀁁􀁴􀁴􀁾􀁴􀀠________________________􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭(Secretary) 􀁂􀁵􀁳􀁾􀁳􀀠􀁡􀁤􀁤􀁲􀁾􀁳􀀺􀀠____________
___________________________________ Phone No. ____________________________________________________ 152251940233 PF-22 03194 
.,I A Joint Vepture By (Name) (Address) By (Name) (Address) (Each joint venturer must sign. The manner of signing fur each individual, partnership and corporation that is a party to
the joint venture should be in the manner indicated above.) IS225194Q233 PF-23 03/94 
SECTION CA CONTRACT AGREEMENT 152251940233 CA·l 03/94 
I AGREEMENT STATE OF TEXAS COUNTY OF DALLAS THIS AGREEMENT is made and entered into this 􀁾day of June, 1994, by and between the Tm"l of Addison, ofthe County ofDallas and Slate ofTexas,
acting through its City Manager,duly authorized so to do, Party of the First Pan, hereinafter termed the OWNER, and Ed Bell Construction Company, of the City of Dallas, County of Dallas
State of Texas, Pany of the Second Pan, hereinafter termed CONTRACTOR. WITNESSETH: That for and in consideration of the payment and agreement hereinafter mentioned, to be made and performed
by the OWNER, the said CONTRACTOR hereby agrees with the said OWNER to commence and complete construction of cenain improvements as follO\\o's: Intersection Improy'ements Bel! Line Road
at Marsh Lane and Bel! Line Road at Business A venue and all extra work in connection therewith, under the terms as stated in the General and Specific Conditions of the AGREEMENT; and
at his own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendence. labor, insurance and other accessories and services necessary
to complete the said construction, in accordance with the conditions and prices stated in the Proposal attached hereto and in accordance with the Advenisement for Bids, Instructions
to Bidders, General Provisions, Special Provisions, Plans, and other drawings and printed or written explanatory matter thereof, and the Technical Specifications and Addenda thereto,
as prepared by the OWNER, each of which has been identified by the endorsement of the CONTRACTOR and the OWNER thereon, together with the CONTRACTOR's written Proposal and the General
Provisions, all of which are made a pan hereof and collectively evidence and constitute the entire AGREEMENT. The CONTRACTOR hereby agrees to commence work within five (5) calendar days
after the date of written notice to do so shall have been given to him, and to substantially complete the work within 120 calendar days after he commences work, subject to such extensions
of time as are provided by the General Provisions. 1lle improvements CA-I 
I at Belt Line Road and Business Avenue intersection shall be substantially complete by September 20, 1994. The OWNER agrees to pay the CONTRACTOR Eight Hundred and Forty-seven thousand,
Three Hundred and fiftyfour and 50/100 dollars ($847.354.50) in current funds for the performance oflhe Contract in accordance with the Proposal submitted thereof, subject to additions
and deductions, as provided in the General Provisions, and to make payments of account thereof as provided therein. 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) 􀀻􀀦􀁴􀀾􀀭􀁾􀀠City Manager City Secretary ED BELL CONSTRUCTION COMPANY ::ONT/i1:_;t/( TIle following
to be executed if the CONTRACTOR is a corporation: I, Gus Brair . certifY that I am the secretary oflhe corporation named as CONTRACTOR herein; that Win Bell • who signed this Contract
on behalf oflhe CONTRACTOR is the P."r"'e"'s"'i,.,d::.:e::.:n.:;t"-____ (official title) ofsaid corporation; that said Contract was duly signed fur and in behalfof said corporation by
authority of its governing body. and is within the scope of its corporate powers. Signed: Corporate Seal CA-2 
.. "". ......... Effective $ 2,000,000 General Agg A GENERAL LIABILITY 1.0/31/93 $ 1.,000,000 Prod/CoOps Agg[X] Gen Liability 691.NJ3718 $ 1.,000,000 Pers/Adv Inj [ ] OCP [X] Occ [ ]
CM $ 1,000,000 Occurrence Expiration $ 50,000 Fire Damage 10/31/94 [ ] $ 5,000 Medical Exp AUTO LIABILITY Effective A [X] Any Auto ,691NJ3718-1 10/31/93 $ 1,000,000 CSL I[ J All Owned
[ ] SchedUled [ J Hired [ ] Non-owned Expiration $ BI (person) [ ] Garage Liab 10/31/94 $ BI (accident) $ PD[ ] EXCESS LIABILITY $ Occurrence [ J Umbrella //$ Aggregate [ J Other //􀀧􀁾􀁘􀁝􀀠statutor
¥ Lmts B WORKERS COMP 500,000 Each 􀁁􀁣􀁣􀁾􀁤􀁥􀁮􀁴TSF-104991-01 10/31/93AND $ 500,000 Disease-Limit EMPLOYERS LIAB ! $ 500,000 Disease-Empl10/31/94 $//$//Description of operations/locations/vehicles
/other Re: Belt Line Rd. and Marsh Ln and Belt Line Rd. at Business Avenue Intersection Improvements (Bid #94-31) , CANCELLATION 􀁾􀀦􀁦􀀬􀀡􀀡􀁴􀁬􀁴􀁭􀁾􀁾􀀠I CERTIFICATE HOLDER I «'x,
shbuld any of the'above described policies "'''''=0""'"",= be cancelled before the expiration date thereof, the issuing company will endeavor to mail 30 days written notice to the certificate
holder named to the left, but Town of Addison failure -0 mail such notice shall pose no Finance Dept. /Purchasing Div. obli io or 􀁬􀁩􀁡􀁢􀁾􀁴􀁾􀁯􀁦􀀠any kind uponP. O. Box 144 th compa
Ytits a .' nt or reps.' CERTIFICATE OF INSURANCEi'MI I PRODUCER Rollins Hudig Hall of Texas 2200 Ross Avenue, Ste. 800 Dallas, TX 75201. (214) 978-6661 INSURED Ed Bell Investments, Inc.
: Ed Bell Construction Co. P. O. Box 540787 Dallas, Texas 75354-0787 6/23/1994I Uilli:lliMrml THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE
CERTIFICATE HOLDER. IT DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 􀁭􀁾􀁲􀁾􀁾􀁾􀁩􀁬􀁾􀀪􀁦􀁾􀀠I COMPANIES AFFORDING COVERAGE ICOMPANY A: st. Paul Insurance
Co. COMPANY B: Texas w. C. Insurance Fund COMPANY C: COMPANY D: COMPANY E: Addison TX 75001 . flll< ! , 􀂷􀀼􀁾􀀧􀁁􀁵􀁦􀀬􀀮􀁩􀁩􀁯;;[:aeI:t􀀭􀁾􀁥􀁮􀁴􀁡􀁴􀁩􀁶􀁥􀀺􀀠
IMPORTANT NOTICE TO OBTAIN INFORMATION OR MAKE A COMPLAINT: YOU MAY CONTACT THE TEXAS DEPARTMENT OF INSURANCE TO OBTAIN INFORMATION ON COMPANIES, COVERAGES, RIGHTS OR COMPLAINTS AT:
1·800·252·3439 YOU MAY WRITE THE TEXAS DEPARTMENT OF INSURANCE: P. O. BOX 149104 AUSTIN, TEXAS 78714·9104 FAX # (512) 475·1771 PREMIUM OR CLAIM DISPUTES: SHOULD YOU HAVE A DISPUTE CONCERNING
YOUR PREMIUM OR ABOUT A CLAIM YOU SHOULD CONTACT THE AGENT OR COMPANY FIRST. IF THE DISPUTE IS NOT RESOLVED, YOU MAY CONTACT THE TEXAS DEPARTMENT OF INSURANCE ATIACH THIS NOTICE TO YOUR
POLICY: THIS NOTICE IS FOR INFORMATION ONLY AND DOES NOT BECOME A PART OR CONDITION OF THE ATTACHED DOCUMENT. 
I . , CONSENT OF THE SOLE DIRECTOR OF ED BELL CONSTRUCTION COMPANY June 1, 1992 Pursuant to Section 9.10(b) of the Texas Business Corporation Act, the undersigned, being the sole director
of Ed Bell Construction Company, a Texas corporation (the "Company"), hereby declares that when this Consent has been signed, the following resolutions shall be adopted at a meeting
of the Board of Directors duly called and held for the purpose of acting upon such resolutions: RESOLVED, that Edwin S. Bell, Jr. is hereby elected to the position of President of Ed
Bell Construction Company. RESOLVED, that Edwin S. Bell, Jr. be, and he hereby is, authorized to execute on behalf of the Company contracts and agreements binding upon the company for
the performance of construction work and services, and for the furnishing of labor and materials in connection therewith. IN WITNESS WHEREOF, the undersigned has caused this Consent
to be executed as of June 1, 1992. Edwin S .<-Bell I hereby certify that this is a true copy of a page of the minute books of Ed Bell Construction Company. Pub ic County 􀁾􀀺􀀧􀀧􀀧􀀧􀀧􀀧􀁟􀀠..
"'!r. ........ ,;.-. My Commission expires 􀀱􀁾􀀠19-95. 􀁦􀁾􀁾􀁦􀀮􀀧􀁬􀀠􀁣􀁯􀁾􀁾􀁾􀀻􀁓􀁾􀁾􀀺􀁾􀁾􀁦􀁒􀁅􀁓$􀁾􀁾􀂧􀁬􀀠OECEMBER 19, 199$ ......􀁾......-...............,...............􀁾􀀠

SECTIONPrB PERfORMANCE BOND 15225/940233 PrB-l 03/94 
fireman's Fund Insut:1nce Company Texas Statutory Perfonnance Bond The AmEri(;ln InlllJr.ince Company 􀁾􀁡􀁴􀁬􀁮􀁮􀁡􀁬􀀠SureI.}' Corporation (Public Works)Fireman's AssoCiated lndl!rnnit)·
􀁾􀁲􀁰􀁯􀁲􀁡􀁴􀁩􀁇􀁮Fund American Al,ltQ]l1obile 􀁛􀁮􀁓􀁯􀀮􀁲􀁩􀁬􀁮􀁾􀁥􀀠Cnmpany ED BELL CONSTRUCTION CO.KNOW ALL MEN BY THESE PRESE:-'"fS, that 10605 HARRY HINES DALLAS, TX 75220 (hereinafter
called the Principal(s)), as Principal(s), and ASSOCIATED INDEMNITY CORPORATION (hereinafter called the Surety(s)), as Surety(s), are held and firmly bound unto TOWN OF ADDISON (hereinafter
called the Obligee), in the amount of Eight Hundred Forty-seven Thousand. Three Hundred Fifty-four and 50/100------------------------------------------------------------Dollars ($ 847.354.50--------)
for the payment whereof, the said P,incipal and Surety bind themselres, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract "ith the Obligee, dated the 24th day of J"""u"'n"'e'-_____ 19 94 ,for _____􀁾􀁉􀁾􀁮􀁾􀁴􀁾􀁥􀁾􀁲􀁾􀁳􀁾􀁥􀁾􀁣􀁾􀁴􀀽􀁩􀀽􀁯􀁾􀁮􀁾􀁉􀁭􀁾�
�􀁾􀁲􀁾􀁯􀁾􀁶􀀷􀁥􀁾􀁭􀁾􀁥􀁾􀁮􀁾􀁴􀁾􀁳􀁾􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭Belt Line Road at Marsh Lane and Belt Line Road at Business Avenue which contract is hereby referred
to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully
perform the work in accordance with the plans, specifications and contract documents, then this obligation shall be null and void; othen.ise to remain in full force and effect. PROVIDED,
HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas Government Code and allliabilities on this bond shall be determined in accordance with the
provisions, conditions and. limitations of said Chapter to the same extent as if it were copied at length herein. IN IVITNESS WHEREOF, the said Principal(s) and Surety(s) have signed
and sealed this instrument this 24thday of _'"",T...nliD"'e'-___ (Principal) (Pnneipal) 􀁁􀁓􀁾􀁎􀁄􀁅􀁍􀁎􀁉􀁔􀁙􀀠CORPORATION 􀁾􀀻􀁴􀁥􀁳􀁵􀁲􀀠CWJ)i(iMjY-L--Auorney.jn.F'ar.tTomi J. Braun

GENERAL I'OWEROF ATI'ORNEY ASSOCIATED INDEMNITY.CORPORATION KNOW ALL MEN BY THESE PIlESENTS' That ASSOCIATED INDEMNITY CORPORATION•• Corporation duly OTlaniud and exln;nl under the low,
ot 'he Stale: ot C...h(o.rrua, and haV1nllu...{!!t!!C?paJ o(fi.ce m (he COU"ctPi􀁾􀁬􀀮􀁔􀁬􀁮􀀮􀀠State of Calif0r.ru., has made. consUtuted and appointed, and does by th(:Sc 􀁾􀁔...n..
mlk•• conSlllul.a.d Ippoinl Jt:KKI P. ROSE and ILMI J. BRAUN, JOl.ntly or severally DALLAS, TX iu true and lawful Attorncy(s)-in·Fact. with (uU power and authority hereby conferred ia
its name. place aDd stead. loae-cu:c • .st'&1. acknowledge and deUver i.nY and aU bonds. uDdcl1l.king. rccognizance:5 or othc:r written obusations in the: nature thcreof ... --_ ...
_.. --_.... ----_ ...... --.. ----... _ .. -----__ and to bind the: Corporation therebY as tully and to :he same extent 1.5 it such boads were signed by the Pr"esidcDl. sealed with the
corporate: 􀁾of the CotyOudon ind duly atlated by its 5«rC{MY. hereby ratifying and confirming 1.11 that the sa..id AuorneY(SriD-Faa may do in [he premises. This power o(attorney is
granted pursuant 10 Article VII. SeaJons 4$ and 46 o( 􀁓􀁹􀁾􀁬􀁡􀁷􀀧􀀠o( ASSOClATED INDEMNrn" CORPORATION DOW in (ull force and .r!m. 4. 􀁁􀁲􀁴􀁬􀁤􀁾􀀠Vll. AppointtneDI and A.u/bonlrO!Resideal
S«fTtlrit:l. AllOrner"ID-FIC'f IDd A.,eDu to u'Ctpt Let.!Prrx:e:u aDd Ml.b Appanntel. ScctlOD 45. AppoioUDeDt. The ChaIrman of the Bo.rd ot DIre<lon. tbe Pr't"$ldelll. &l),y VIct-Prt:::3ideal
or allY olber p(noll aatbol"'i:.r'.ed by Ihe Board o( DlrKton. the ChJJrmca of tbe Board of Dlrt'Clon:. tbe Pre::sidel:ll or .toy V1ce-Pl't:3ideat bUy. ftom. time 10 time. appoint Reddenl
A".dst-IUll SttnttriC1 Ind Anorneys.-Iu#ract to teprestct Icd act for acd oc btb1.l( of the CorpontioD I1ld AgeDts to IccepllqaJ prO<t:M aDd mue 􀁡􀁰􀁰􀁥􀁡􀁲􀁡􀁮􀁾􀀠(or aad 00 bebalf
or tbe Corporw.uoo. 5ectJoo 46. Aurbority. The authority of sucb Residnt As.dsttnt S«tt:ta.riti. 􀁁􀁮􀁯􀁲􀁮􀁥􀁙􀁊􀁾􀁉􀁊􀁬􀁾􀁆􀀮􀁣􀁴􀀠aDd A&enu sball be II.S prescribed l.b Ibe IDStrumeo(
IDStrumeo( e'l'ideot"iul (hell'appolntmeof. AnYluch appointment Icd..u lutbority gnnted thereby m.cy be revoked at .DY tlm.e bl the Board o( Dln:-c:1on or by aoy p<nOD empowcrt"d 10
lWlke :such appointment:' This power of attorney is signed and sealed under and by the authority o( the following Resolution adopted by the Soard of Diret10rs of ASSOClATED iNDEMNITY
CORPORATION ae a meeting duly wed and beld 00 the 13th day o( April. 19&4, and,s.a.id Resolutioc hl.1 Dot been a.meodtd or repeaJed: "RESOLVED. 1hat (he siSnature of aoy Viu·PrC$ident.
Assistant Sccret,ary. and Residenl AssiStant Secretary o( tbj, Corporation, a..nd the s.e.tJ of this Corporation may be amxed or printed on a.ny powtr o(aHorney. on a.oy rt'VOoC.1Itioo
o(a.oy power of attorney, or 00. any certificate relating thereto, by facsimile. and any power of auoraey. M), rt'Voc.ation of a..oy power of .tttorney. or eertifit2.te bearins: such
(acsimile signature or CaC$i.m.ile s.eaJ shall M valid a.od binding upon the Corporation:" IN WITNESS WHEREOF, ASSOClATED INDE.M:NITY CORPORATION hiU cau$C'd these prest:nu 10 be signed
by iu Vic:e·Presideat.l.Ddiu eorponte s.eaJ to be hcrcug,o arr",<;<j ,IW 10th d.yor December . 􀀱􀀹􀁾􀀮􀀠ASSOCIATED lNDEMNrri CORPORATION STATE OF CALIFORNIA } ss. COUNTY OF MARIN 10th December 93 'I A M IIOn
this dayof • 19 __• bt(ore me pcrsona.llYcame tv •• a onee • 10 me known, who.lx:inl by me duly sworn, did depose and say: tha, he is Vicc·Prc;idenc ofASSOClATED INDEMNrn" CORPORATION.
the Corpota(ion 􀁤􀁥􀀺􀀵􀁃􀁬􀀱􀁾􀀠ic and which executed the above i.n.strument; that be knowJ thc k:tJ 0{ s.:tid Corporalion; that 􀁾􀁨􀁥􀀠sal dru:ed to the $aid insLrU.lllellt is such
eorporatc scaJ; chat it WI.1 50 􀁡􀁭􀁾􀁥􀁤􀀠by order o( the Board o( Directors of n.id Corporation and that he signed ru3 name thereto by like orde-r. IN WITNESS WHEREOF,l have hereunto
SCt my hand and atfLXed my officiaJ sal. tbe day and year herein fir3t a.bove written. @_".OFF1CIAl.NOr;l.RYSEAI. " • ;l.< KRIEGER , -00' • /loIN)' Putllc: -Callhltnla •.• ". ' WoRIN
COUNTY •••• My Oomm. E.p. WoR 20.1995 STATE OF CAl.IFORNIA COUNTY OF MARIN CERTIflCAIE I. ,Il. und.,,;gnc:d. R«;d••, As,;""", SeeT""'),o!ASSOCIATED INDEMNITY CORPORATION.' CA1.IFORNIA
Corporal;on. DO HEREBY CERTIFY (bar Ihc (oreaoina and an.a<::hed POWER Of ATTORNEY remains in (un roret.: and has; not bttn revoked: and (urthermore that Article VIJ. Se<:tiOIl:$ 45
and 46 of (he By-law$ of the Corporatit'J'!1. aDd lhe Resolution of :he Baud of DirC'Ctors: set (orth in the Power of Attorney, arc DOW in (orce. Signed and lealed ,it the County o(
Marin. 􀁄􀁾􀁴􀁥􀁤􀀠tbe ____ day of __________________________• 19 __. 􀁾􀁣􀁾􀁟􀀠 􀀮􀂫􀀽􀁉􀀧􀁩􀁤􀁴􀀧􀁏􀁴􀁾􀁬􀁾􀀠􀀳􀀶􀀰􀀷􀀱􀀱􀂷􀁁􀁓􀂷􀀸􀀭􀀹􀁾􀀠
SECTION PyB PAYMENT BOND 152251940233 PyB-l 03194 
Fireman's fund Insurance Compa.'1)" Texas Statutory Payment Bond The t\mlHican Insurance Company National SUtet)' COl"fI"t'ation (Public Works)Fireman's Associated IndemnIty Cl'lrpQratlonFund
Aml!'rkan AutomobUe IfI$1lranee Compan)' ED BELL CONSTRUCTION CO.KNOW ALL MEN BY THESE PRESENTS, that 10605 HARRY HINES DALLAS. TX 75220 (hereinafter called the Principal(s)), as Principal(s),
and ASSOCIATED INDEMNITY CORPORATION (hereinafter called the Surety(s», as Surety(s), are held and firmly bound unto TOWN OF ADDISON (hereinafter called the Obligee), in the amount of
Eight Hundred Forty-seven Thousand, Three Hundred Fifty-four and 50/100--------------------------------------------------------Dollars (5 847.354.50--------) for the payment whereof,
the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal
has entered into a certain written contract "ith the Obligee, dated the 24th day of.,J"'u"'n"'e=-_____ 19 94 f Intersection Improvements , or 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁟􀀶􀁾􀁾􀁾􀀭􀀭􀀭􀁟􀀮􀀭􀀭�
�􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀂭Belt Line Road at: Marsh Lane and Belt Line Road at Business Avenue which contract is hereby referred to and made a part hereof as fully and to the same
extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall pay all claimants supplying labor and material to him
or a subcontractor in the prosecution of the work provided for in said contract, then, this obligation shall be null and VOid; otherwise to remain in full force and effect. PROVIDED,
HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas Government Code and allliabilities on this bond shall be determined in accordance with the
provisions, conditions and limitations of said Chapter to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal(s) and Surety(s) have signed and
sealed this instrument this 24thdayof June CO. (Principal) (Principal) ASSOCIATED INDEMNITY CORPORATION 􀁾􀁯􀁲􀀷􀁩􀀦􀁵􀀨􀁾y --Attorney-in·FactTomi J. Braun 
ASSOCIATED INDEMNITY .CORPORATION KNOW ALL MEN n THESE PRESENTS, That ASSOCIATED INDEMNITY CORPORATION. a Corporatioa duly or,Mizcd and .xl"in, ".de< th. la"" of the Scate o(Ca,lI(orn.il.
Md hoin, 􀁩􀁵􀀮􀀮􀀲􀀡􀁩􀁾􀁰􀁡􀁬􀀧􀀠office in the Counlt.E!. 􀁾􀁢􀁲􀁩􀁮􀀫􀀠SlAte ofCalifornia: hu made:. eonsututt'd artd appointed and does by thC$C: pr...... mak•• co.ni,u,...dappoinl
Jl:KKY P. ROSE and lU>!I J. BRAUN, jOll1tly or severally . DALLAS,TX iu crue and 􀁬􀁾􀁷􀀨􀁵􀁬􀀠􀁁􀁴􀁴􀁯􀁲􀁮􀁣􀁹􀀨􀁳􀀩􀂷􀁩􀁦􀁩􀁾􀁆􀁡􀁣􀁴􀀮􀀠with fuLl power and authority htrc:byconfc:rred
in its nllme, place and stead, 10 exeant, suJ, aeknowledlc and deUver any and all bond!. uodertakioc. reco&tUt.an¢cs Of oLber WT'itten oblisations in the nature thereof -...... --..
--.... _ .. -_ .. ----..... -.... ------_ .... _ .... and to bind the Corporation thereby as (ully ud to the same c,Xtc:nl as if such bonds were: signed by the Presidcnt. sealed with
the corporate snl of the Corporation and duly attested by its StcrCUl'Y. hereby ratifyins and eonOmting a..11 that the said Attorney(s)-ill*Fact may do in the prcm4cs. This power o(attOrney
is granted pursuant to Article VIt. Scctioru 4j and 46 of By-law", or ASSOCLATED [NDEMNrn" CORPORATION now in (ull forcc and effect • ..Art1cle ¥n. APPo/l1(a:eat .ad AUJboritf 01 ResideDI
S¢cnl.n'CfI. 􀁁􀁬􀁬􀁯􀀢􀀬􀁣􀁬􀁾􀀯􀁴􀁉􀁾􀁆􀁴􀁬􀀨􀀺􀀧􀀠.tld A,CDU 10 .t:etpl LqaJ P1'TXt::U .lIdMucAppt2nI1ct!f. 5«1.I0D 45. AppoiatlUtlll. The Chairman of tbe Board of DiT't'Ctof'3. tbe
􀁐􀁲􀁈􀁩􀁤􀁥􀁬􀁬􀁴􀁾􀀠any Vlct-Prtlidelll or allY other p.enOD sntbori.ud by ibe Board of 􀁄􀁦􀁮􀁤􀁯􀁮􀁾􀀠the Cbdrml11 ot the Board of DIrt'Ctors. !be Pt'e$idear or .DY Vlce-Prt::lideot
may. from dme fo time:••􀁰􀁰􀁯􀁩􀀮􀁮􀁾􀀠Resldellt A3Jl.nsa( 􀁾􀁴􀁡􀁲􀁩􀁃􀀱􀀠aDd 􀁁􀁮􀁯􀁮􀁵􀁾􀀩􀀧􀁊􀀮􀀭􀁩􀁄􀂷􀁆􀁡􀀨􀁬􀀠to rcprHtDt ud act tOI aad 06: 􀁾􀁢􀁡􀁊􀀨􀀠of tbe CorpOrttiOt1 alld
A&cau IQ accepi lea:aJ prOC't:SJ and ma.ke appel.l'1l1a:s tor sud On b-cbdf ot tbe Corpora1.loa. S«tlon 46. A ulbodty. The *ulhorHy of sucb Rt:sidel'lc A$3l.stao( S('('rct..rit1. Attorneys·ln-Flct
sl'ld AtenlS sball bot.u prtKribed ltt tbe Instrument eyideaclae their .ppoillhnclll. Auysucb .ppoinlaneal aad ..u authority r.rarut'd [bertby 03.Y bot rtyokt'd at any time by the Bosrd
ot Dlncton or bY.loJ p.eOOD eanpowerm to m..ake sucb 􀁡􀁰􀁰􀁯􀁩􀁮􀀨􀁡􀁮􀁥􀁄􀁾􀀮􀀢􀀠This power of aHOrney is siined .llld sealed \loder a.nd by (he authorilY of (he foUow'ing Rt:"$olutioo
adoptt'd by the:: Boud of Directors of ASSOCLATEO INDEMNiTY CORPORATION .It a mtt:tin, duly called and held 00 the 13th day of April. 1984. and said Resolution h;LS DOl bttD amended
Or repcafed: "RESOLVED. that Ihe signalure of aoy Vic.e·Presidetu. Assistaoc Secretary, and 􀁒􀁾􀁩􀁤􀁥􀁄􀁉􀀠A.s!istant Secretary of this Corporation. and the se:d ot Ihh Corporation
may be affued or prinlcd on a..oypower of attorney, on a..oy rC"YO<!atlon of a..oy power of anomey. or OD.1.llY cenjflc.ate rdating thereto. by facsimile. and any power of attorney.
any rC"YCKation of.1JlY powcr of attorney. or certificate bearing such facsimilc si;nauue or or facsimile s.ea1,h1il be v.alid and binding upon ,he Corporatioo:" IN WITNESS WHEREOF.
ASSOCtATEO 􀁉􀁎􀁄􀁅􀁾􀁊􀁔􀁙CORPORATION has au$Cd these preRn(J to be signed by its Vice-President, a..od iu corporate,seal to be hc<",.to afrued ,his 10th day of December . 􀀱􀀹􀁾􀀮􀀠ASSOCIATED
INDEMNITY CORPORATION STATE OF CALIFORNIA } COUNfYOFMARIN ... . 10tho. this day of December 93• 19 __• before "" personally cam. 'I A M II jV.. a onee • to me known. who, bein, by me
duly lworn. did depose Uld say: that he is 􀁖􀁩􀁣􀁥􀁾􀁐􀁲􀁃􀀧􀁓􀁩􀁤􀁥􀀺􀁮􀁴􀀠of ASSOCtATED lNDEMNITY CORPORATION, the Corpocuioa described in a..od wh.ieb executed the above inmumear;
that be: knows the,seal o( said Corporation; that (he seal zlfued to the: said insuumenl is such corporate: se;aJ; ,hat it was 50 affued by order of 􀁾􀁨􀁥􀀠Board of DirC'Ctors of said
Corporation and that he simed his na.tnc: thereto by like order. IN WITN'ESS WHEREOF. 1 have hereunto j.tt my haod and affued my o{(icia.! seal. tbe day and year herein first above wrlueQ.
@'OFFICIAlNOTARYSEAL • -". A. KRIEGER • -",,' -Nolaiy Putilc -Calilo<nla • -, , MARIN COUNTY • • _ My Comm. E.p. MAR 20.1995 CERTInCATE STATE OF CALIFORNIA COUNfY OF MARIN J. the undeuisne-d:.
Raide:nt Alsinant Secrctaryof ASSOCtATEn INDEMNITY CORPORATION', a CALlFORNtA Corporalion, DO HEREBY CERTIFY that the: foregoing ar.d altachcd POWER OF ATTORNEY remains in fun force
and has not been revoked: a.nd funhermore that Artide Vll. SectiODS 45 aDd 460f the By-laws of the Corpof.1tion. ,uJd the Resolution o( the Board o(Directors; .set ronh in the Power
of Allornc:)', arc 􀁾􀁯􀁷􀀠in for<:e. Sisne:d acd 􀁬􀁥􀁡􀁊􀁾􀁤􀀠at tf!:.., CountY of Marin. Dated the ____ day of __________--,___ • 19 __. 􀁾􀁣􀁾􀁟􀀠 􀁾􀀧􀁁􀁊􀀺􀁡􀀺􀁩􀁊􀁵􀀮􀀺􀁉􀁉􀁾􀀠360711.AS·S'</3