PROJECT MANUAL FOR MIDWAY ROAD DRAINAGE IMPROVEMENTS FROM GREENHILL DRIVE TO T.U. ELECTRIC R.O.W. FOR i TOWN OF ADDISON. TEXAS j j j J 1 1 1 j .. , ] J ..i ,j ; 1 j Espey, Huston & Associates,
Inc. , Engineering & Environmental Consultants 1 .j 
I Document No. 950879 EH&A Job No. 16285 PROJECT MANUAL FOR MIDWAY ROAD DRAINAGE IMPROVEMENTS FROM GREENIDLL DRIVE TO T.U. ELECTRIC R.O.W. FOR TOWN OF ADDISON, TEXAS Prepared for: Town
of Addison . --"'" 􀀭􀀭􀁾􀁅􀀮􀀠OF r}',P. o. Box 144 􀀻􀀢􀁜􀁾...........􀁾􀀭􀁴􀀺􀀠'. Addison, Texas 75001 ..."1"'1.;.,.....* · *,􀀬􀀮􀀢􀀮􀁾􀀠􀁾'* L. 􀁾􀀠􀁦􀂷􀁂􀁒􀁕􀁃􀁅􀂷􀁒􀁾􀂷􀁇􀁒􀁁􀁎􀁦􀁈􀁾􀁴􀁩􀂷􀁾-..
􀁾..................•......I 􀁾􀀠 \ : I .'. 659 1.'!IfiI',," 􀁾􀀠.􀁾􀁾􀀠􀁾• .􀁾􀁾􀀯􀁓􀁔􀁴􀁾􀁾􀂷..􀁾􀁾􀀠;sos ........ oj.6 .., Prepared by: 􀁦􀁬􀁾􀀭􀀢􀀠Espey, Huston & Associated, Inc.
13800 Montfort, Suite 230 Dallas, Texas 75240 July 1995 
j I . 1 ..1 J -I i Section AB Section m Section PF Section CA Section PrB Section PyB Section MB Section BP Section GP Section SP Section T Appendix A Appendix B TABLE OF CONTENTS Advertisement
for Bids Instructions to Bidders Proposal Form Contract Agreement Performance Bnnd Payment Bnnd Maintellllllce Bond Contractor's Affidavit of Bills Paid General Provisions Standard Specifications
for Public Works Construction, North Central Texas (separate document not furnished) Special Provisions Technical Specifications Sample of Texas Sales Tax Exemption Certificate Soil
Bnring Information EH&A 162851950879 ii July 1995 I 
SECTION AB ADVERTISEMENT FOR BIDS I· " EH&A 162851950879 July 1995 AB-l 
SECTION AB ADVERTISEMENT FOR BIDS 1. Sealed bids addressed to the Town of Addison, Texas, for Midway Road Dtainage Improvements, Greenhill Drive to T.V. Electric R.O.W., for the Town
of Addison, Texas, hereinafter called ·City" in accordance with plans, specifications and conttact documents prepared by Espey, Huston & Associates, Inc., will be received at the office
ofClyde Iohnson, Purchasing Manager, Fmance Building, 5350 Belt Line Road, Addison, Texas until 2:00 p.m. on the 10th day ofAugust 1995. Bids received by the appointed time will be opened
and read aloud. Any bids received after closing time will be returned unopened. 2. A pre-bid conference will be held at 9:00 a.m. on the 3rd day of August 1995. The conference will be
at the Addison Service Center, 16801 Westgrove, Addison 75248. Attendance is bighly recommended; bowever, attendance at the conference will be voluntary. 3. The Contractor sball identify
bis bid on the outside of the envelope by writing the words TOWN OF ADDISON MIDWAY ROAD DRAINAGE IMPROVEMENTS, GREENHILL DRIVE TO T.V. ELECTRiC R.O.W., Bid No. 95-30. 4. Bids shall be
accompanied by a cashier's cbeck or certified cbeck upon a national or state bank in an amount oot less than five percent (5%) of the total maximum bid price payable withput 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 ofaward of contract to bim. 5. Plans, specifications and bidding documents may be secured from Clyde Jobnson, Purchasing Manager. Finance Building, 5350 Belt Line
Road, Addison, Texas. 6. The rigbt 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. 7. The Bidder (Proposer) must supply all the information required by the Proposal Form. 8. A Performance Bond, Labor and Material Payment Bond, and Maintenance Bond will be
required by the Owner; each Bond sball be in the amount of 100% ofthe total contract amount. Bonds shall be issued by a surety company licensed by the State of Texas to act as a Surety.
9. ' For information on bidding or to secure bid documents, call Clyde Jobnson (214) 4so:.7090. For information on the work to be performed, call Jobn Baumgartner, City Engineer, (214)
450-2886. . 10. This project consists of providing paving, drainage, landscape, irrigation and other i/miscellaneous improvements as sbown on the plans and in accordance with the specifications'.
EHM 162851950879 . AB-2 July 1995 
SECTION IB INSTRUCTIONS TO BIDI;?ERS EH&A 162851950879 IB-1 July 1995 
A. PROJECf: B. PROJECT DESCRIPTION: C. PROPOSALS: D. DOCUMENTS: SECTION m INSTRUCTIONS TO BIDDERS Midway Road Drainage Improvements. Greenhill Drive to T.U. Electric R.O.W. in the Town
of Addison. This project consists ofproviding paving, drainage, landscaping, irrigation and other miscellaneous improvements as shown on the plans and in accordance with the specifications.
Proposals must be in accordance with these instructions in order to receive consideration. Documents include the Bidding Requirements, General Provisions, Special Provisions, Technical
Specifications, Drawings plus Addenda which may be issued by the Consultant during the bidding period. Bidding Documents may be viewed andlor 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 that 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, accessihility, nature and location ofthe Work; the character of the equipment and other facilities needed for the perfurmance of the 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 performance ofthe Work. No additional compensation
will be allowed by the Owner for the failure of such Contractor, Subcontractur or Sub-subcontractor to inform himself as to conditions affecting the Work. . F. INTERPRETATION OF DOCUMENTS:
If any person contemplating submitting a bid for t;te proposed Contract is in doubt as to the meaning of any part of the Drawings, Specifications ,, (Project Manual) or other proposed
Contract Documents, he may submit to the Consultant, not later than seven (1) 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 tim.e 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. !' EH&A 162851950&79 July 1995 IB-2 
O. SUBSTITUTIONS: Conditions governing the submission ofsubstitutions for specific materials, products, equipment and processes are in the Special Provisions. Requests for substitutions
must be received by the Consultant seven (1) calendar days prior to the established bid date. H. ADDENDA: Interpretations, clarifications, additions, deletions and modifications to the
Documents during the bidding period will be issued in the form of Addenda and a copy of such 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 aclcnowledge
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 aclcnowledged. 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 work 10 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 informai and may be rejected. Erasures or other changes in a bid must be explained or noted over the initials of the bidder.
Bids containing any conditions, omissions, unexplained erasures and alterations, or irregularities of any kind may be rejected as informal. The prices should be expressed in words and
figures or they may be deemed informai and may be rejected. In case of discrepancy between the rices written in the bid and Iliose . ven in the fi res' • e bid. Failure to submit all
requested information will make a bid irregular and subject 10 rejection. Bids shall be signed with name typed or printed below signature, and, if a partnership, give full name of all
parlOers. Where bidder is a corporation, bids must be signed with the legal name of the corporation followed by the name of the state of incorporation and the legal signature of an officer
authorized 10 bind the corporation to a contract. K. SUBMlTIAL OF BIDS: Sealed proposals will be received at the time, date and place state:ll 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 plainiy mark on the outside of the envelope
the project name, and the name and address -of the bidder. The Bid Bond must be completed and signed by each bidder and submitted willi 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. EH&A 162851950879 m-3 July 1995 
L. MODIFICATION AND WITHDRAWAL OF BIDS: Prior to the time set for bid opening, bids may be withdrawn or modified. Bids may be modified only on the official bid form and must be signed
by a person legally empowered to bind the bidder. No bidder shall modify, withdraw or cancel his bid or any part thereof for thirty (30) calendar days after the time agreed upon for
the receipt of bids. M. DISQUALIFICATION: The Owner reserves the right to disqualify proposals, before or after the opening, upon evidence of collusion with intent to defraud or other
illegal practices relating to this proposal upon the part of the bidder. N. SUBMISSION OF POST -BID INFORMATION: Upon notification of acceptance, the selected bidder shall, within five
(5) calendar days, submit the following: 1. A designation of the portions ofthe Work proposed to be performed by the bidder with his own force. 2. A list of names of the subcontractors
or other persons or organizations, including those who are to furnish materials and equipment fabricated to a special design proposed for such portions of the Work as may be designated
in the Bidding Documents or as may be requested by the Consultant. The bidder will be required to establish to the satisfaction of the Owner and the Consultant the reliability and responsibility
of the proposed Subcontractors and suppliers to furnish and perform the Work. O. AWARD: The Owner reserves the right to accept any or to reject any bids without compensation to bidders
and to waive irregnlarities and informalities. The Consultant, in making his recommendation, will consider the following elements: 1. Whether the bidder is a contractor with eJ:perience
in the type of work involved. 2. Whether the bidder has adequate plant, equipment and personnel to perform the work properly and expeditiously. 3. Whether the bidder has a suitable finaucial
status and reputation for meeting obligations incident to work of the kind specified. P. EXECUTION OF THE CONTRACT: The successful bidder will be required to enter.into a contract with
the Owner within ten (10) calendar days of notice by the Owner that his bid has been accepted. Failure to enter into contract within the established time limit without proper justification
sball be considered grounds for forfeiture of the bid bond. EH&A 162851950879 m-4 July 1995 
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 ror 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 faoilitate a smooth construotion of the project. 1 The Contractor shall
substantially complete construction on this project within 145 calendar days from the proposed date of beginning. Substantial completion shall include all paving, drainage, ) utility,
and pavement marldng improvements. In no instance shall the number ofcalendar days ) for total completion ofthe contract wode measured from the proposed date ofbeginning exceed \ 165
calendar days. ) R. LIQUIDATED DAMAGES: The time of completion is the essence of this contract. For each calendar day that any wode 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 work or materials ordared after the contract is signed, the sum
per day given in the following schedule shall be deducted from the monies due the Contractor: $ SOO per Calendar Day The sum of money thus deducted for such delay, failure or non-completion
is not to be considered as a penalty, but shall be deemed, taken and treated as reasonable liquidated damages, per calendar day that the Contractor shall be in default after the time
stipulated in the contract for completing the work. The said amounts are fixed and agreed upon by and between Owner and Contractor because of the impracticability and extreme difficulty
of fixing and ascertaining the actual damages the Owner in such event would sustain; and said amounts are agreed to be the amounts of damages which the Owner would sustain and which
shall be retained from the monies due, or that may become due, the Contractor under this contract; and if said monies be insufficient to cover the amount owing, then the Contractor or
his surety shall immediately pay any additional amounts due. If the Contractor finds it impossible, for reasons beyond his control, to complete the work within the contract time as specified,
the Contractor may make a written request for an extension of time in accordance with the General Provisions. S. FORM OF CONTRACT: The contract for the construction of the project will
be drawn up by the Owner. A sample form of agreement is included in the Contract Agreement Section. T. BONDS: A 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. 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 (S%) of the total maximum bid price payable without recourse to the Town ofAddison,
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 (lO) calendar days after
notice of award of contract to him. Sllch 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 I J EH&A 16285/950$19 IB-S July 1995 
or bid bonds will be returned promptly after the Owner bas made an award of contract, or, if nO award bas been made within thirty (30) calendar days after the date of the opening ofbids,
upon demand of the bidder at any time thereafter, so long as be has not been notified of the acceptance of his bid. V. RESOLUTIONS: If the bidder is a corporation, a copy ofthe resolution
empowering the person submitting the bid to bind the bidder must be included with the bid. W. CONSTRUCTION STAKING: Construction staking will not be provided by the Owner. Benchmarks
and horizontal control are shoym 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 Public Works Construction (1983 Edition) including all Amendments and Additions. Prior to final payment the Contractor shall provide the Owner with the following items: 1. 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 wbich indicate all construction variations
from the original construction documents in accordance with Item 5 of the Special Provisions; 4. A one (1) year Maintenance Bond in accordance with Section MB. Y. ADJACENT PROPERTIES:
The Contractor shall meet the requirements of the adjacent property owners as indicated on the plans. Z. SOIL BORING INFORMATION: Appendix B contains soil boring logs whicb are provided
solely for the Contractor's information. No additional payment will be made for any items of work should subsurface conditions vary throughout the construction area. END OF SECTION IB
EH&A 16285/950879 IB-6 July 1995 
SECTIONPF PROPOSAL FORM '. EH&A 162851950879 July 1995 PF-l 
BID FORM ______,19_ TO: The Honorable Mayor and City Council Town of Addison, Texas Gentlemen: The undersigned bidder, having examined the plans, specifications and contract documents,
and the location of the proposed work, and being fully advised as to the extent and character of the work, proposes to furnish all equipment and to perform labor and work necessary for
completion of the work described by and in accordance with the Plans, Specifications and Contract for the following prices, to wit: Signed by: ACKNOWLEDGEMENT OF ADDENDA: The Bidder
acknowledges receipt of the following addenda: Addendum No.1 ______ Addendum No.2 ______ .Addendum No.3 ______ '.' '.' EH&A 162351950379 PF-2 July 1995 
BID SCHEDULE A TOWN OF ADDISON, TEXAS ROADWAY IMPROVEMENTS EASTBOUND BELT LINE ROAD RIGHr-TURN LANE AT DALLAS NORTH TOLLWAY Item ...I::Ilh.. Est. 􀁾􀀠Unit Descrjption Unit 􀁾􀀠Amount
1 1 L.S. Mobilization, bonds and insurance, per lump sum $ $ Dollars Cents 2 0.7 AC, Clearing and grubbing, complete in place, per acre $ $ Dollars Cents 3 1,850 L.F. Sawed breakout
groove, complete in place, per linear foot $ $ .' Dollars Cents 4. 1,850 S.Y. Remove concrete pavement and curb, complete in place, per square yard $ $ ',' Dollars Cents . 5, 103 L.F,
Remove storm sewer (all sizes). complete in place, per linear foot $ $ 􀁾􀀢􀁾􀀮􀀠Dollars Cents EH&A 162851950879 PF-3 luly 1995 
I I BID SCHEDULE A TOWN OF ADDISON, TEXAS ROADWAY IMPROVEMENTS EASTBOUND BELT UNE ROAD RIGHT-TURN LANE AT DALLAS NORTH TOLLWAY ':j Item Est. UnitI No. Ouan. Unit Description Price Amount
6. 230 L.F. Remove 12' water line, complete in place, per linear foot $ $ Dollars Cents 7. 64 L.F. Remove 8· sanitary sewer, complete in place, per linear foot $ $ DoUars Cents " , !
8. 2,100 S.F. Remove and replace brick pavers, complete in place, per square foot $ $ Dollars Cems 9. 1 L.S. ReIllove and replace Greenhill School Sign. complete in place, per lump sum
$ $ '. i 10. 2 EA. Remove and replace Harvey Hotel sign, complete in place, per each Dollars Cents $ Dollars $ 􀁾􀀠" ;.:;; Cents EH&A 1628S19S0879 PF-4 July 1995 
, l', BID SCHEDULE A TOWN OF ADDISON, TEXAS ROADWAY IMPROVEMENTS EASTBOUND BELT LINE ROAD RIGHT-TURN LANE AT DALLAS NORTH TOLLWAY Item Est. Unit No. Ql!ll!h Unit Description 􀁾􀀠Amount
11. 1 L.S. Support or remove and replace brick wall, complete in place, per lump sum $ $ Dollars Cents 12. 1 L.S. Remove and replace Marriott sign, complete in place, per lump sum $
$ Dollars Cents 13. 30 L.F. Remove guard rail, complete in place, per linear foot $ $ .' Dollars Cents 14. 170 S.F. Remove concrete flume, complete in place, per square foot $ $ ','
Dollars Cents 15. 1,060 S.F. Remove sidewalk, complete in place, per square foot $ $ Dollars 􀁾􀀮􀀺􀀧􀀠Cents EH&:A 16285/950879 luly 1995 PF·5 
Ell&A 162851950879 PF-7 July 1995 
I, \ BID SCHEDULE A TOWN OF ADDISON, TEXAS ROADWAY IMPROVEMENTS EASTBOUND BELT LINE ROAD RIGHT·TORN LANE AT DALLAS NORTH TOLLWAY • "1\ , Item Est. Unit No. Q\!ll!L. Unit Description
.f!:i£!! Amount 26. 2 EA. 10' Recessed curb inlet, complete in place, per eacb $ $ Dollars Cents 27. 6 EA. 2·10' Recessed curb inlet, complete in place, per each $ $ Dollars Cents 28.
1 EA. 4' Standard 'Y' inlet, complete in place, per each $ $ Dollars "Cents 29. 12 LF. 21" RCP Class ill, complete in place, per linear foot $ $ "." Dollars Cents 30. 166 L.F. 24" RCP
Class 1II, complete in place, per linear foot $ $ ';:.Dollars :c.; Cents BH&A 162851950879 July 1995 PF·8 
EH&A 162851950879 PF-9 July 1995 
i I ) , "',I '" Item No. Est. Qmm... BID SCHEDULE A TOWN OF ADDISON, TEXAS ROADWAY IMPROVEMENTS EASTBOUND BELT LINE ROAD RIGHr-TURN LANE AT DALLAS NORTH TOLLWAY Unit Unit Description
􀁾􀀠Amount 36. 1 EA. 45° -39" RCP bend, complete in place, per each $ $ Dollars Cents 37. 398 L.F. 8' x 4' Precast RCB (ASTM C-789), complete in place, per linear foot $ $ Dollars Cents
38. 16 L.F. 8' x 4' Precast RCB (ASTM C-850), complete in place, per linear foot $ $ Dollars Cents 39. 895 L.F. 9' x 5' Precast RCB (ASTM C-789), complete in place, per linear foot $
$ . ',' Dollars Cents 40. 30 L.F. 9' x 5' Precast RCB (ASTM C-850), complete in place, per linear foot $ Dollars Cents 􀁾􀀢􀀺􀀠:",: -! EH&A 162851950879 PF-IO July 1995 
! BID SCHEDULE A TOWN OF ADDISON, TEXAS ROADWAY IMPROVEMENTS EASTBOUND BELT LINE ROAD RIGHT-TURN LANE AT DALLAS NORTH TOLLWAY Item Est. Unit .N!h.. .Q!!!!!h Unit Description E.i:S Amount
41. 10 L.F. 8' x 4' to 9' x 5' RCB transition, complete in place, per linear fool $ $ Dollars Cents 42. 245 L.F. 12" -SDR 14 PVC Water line, complete in place, per linear foot $ $ DoUars
Cents 43. 2 EA. 12" Valve, complete in place, per each $ $ ; DoUars Cents 44. 1 EA. Cui in 12" valve, complete in place, per each $ '.􀁾􀀬􀀠Dollars Cents 45. 1 EA. Cui and plug 6" water
line, complete in place, per each $ $ 'Dollars Cents 􀁾􀀯􀀠,! EH&A 162851950879 PF-ll luJy 1995 
BID SCHEDULE A TOWN OF ADDISON, TEXAS ROADWAY IMPROVEMENTS EASTBOUND BELT LINE ROAD RIGHT-TURN LANE AT DALLAS NORTH TOLLWAY Item Est. Unit No. Q\!!!!:, Unit Description Price Amount
46. 1 EA. 8" x 6" Tapping sleeve and valve, complete in place, per each $ $ Dollars Cents 47. I EA. 6" Fire hydrant lead, complete in place, per each $ $ Dollars Cents 48. 1 EA. Relocate
fire hydrant, complete in place, per each $ $ Dollars Cents 49. 69 L.F. 10" -SDR 35 PVC Sewer Line, complete in place, per linear foot $ $ Dollars Cents SO. I EA. Sanitary sewer manhole,
complete in place, per each $ $ Dollars , -Cents 􀁾􀀮􀀧􀀺􀀠EIl&A 16285/950879 PF·12 July 1m 
BID SCHEDULE A TOWN OF ADDISON, TEXAS ROADWAY IMPROVEMENTS EASTBOUND BELT LINE ROAD RIGHf-TURN LANE AT DALLAS NORTH TOLLWAY Item Est. Unit No. Ql!ruh Unit Description Price Amount 51.
I EA. Sanitary sewer manhole over existing sewer, complete in place, per each $ $ Dollars Cents 52. 3 C.Y. 2,500 psi concrete encasement, complete in place, per cubic yard $ $ Dollars
Cents 53. 2 EA. Adjust telephone conduit, complete in place, per each $ $ Dollars Cents 54. 300 L.F. Temporary safety fence, complete in place, per linear foot $ $ Dollars Cents 55.
2 EA. Temporary Harvey Hotel signs, complete in place, per each $ $ Dollars 􀁾􀀠" "'r"Cents EH&A 16285/950879 PF-13 July 1995 
BID SCHEDULE A TOWN OF ADDISON, TEXAS ROADWAY IMPROVEMENTS EASTBOUND BELT LINE ROAD RIGHT-TURN LANE AT DALLAS NORTH TOllWAY Item ..N2.,.. Est. .!l!!l!II. Unit Description Unit Price
Amount 56. EA. Temporary Marriott sign, complete in place, per each $ $ Dollars Cents 57. L.S. Traffic signalization, (temporary and permanent), complete in place, per lump sum $ $ Dollars
Cents 58. L.S. Remove, relocate, or replace irrigation system, complete in place, per lump sum $ $ Dollars Cents "59. EA. Install multi-trunked (10') Female •Yaupon, complete in place,
per each $ $ , Dollars Cents 60. 3 EA. Install multi-trunked (10') Crape Myrtle, complete in place, per each $ $ $/Dollars Cents EH&A 162851950879 PF-14 July 1995 
BID SCHEDULE A TOWN OF ADDISON, TEXAS ROADWAY IMPROVEMENTS EASTBOUND BELT LINE ROAD RIGHT-TURN LANE AT DALLAS NORTH TOLLWAY Item No. Est. l2!!!!h Unit Description Unit Price Amount 61.
1 EA. Install 10" Dia. Cedar Elm, complete in place, per each $ $ Dollars Cents 62. 2 EA. Install 7" Dia. Red Oak, complete in place, per each $ $ Dollars Cents 63. I EA. Install 8"
Dia. Red Oak, complete in place, per each $ $ Dollars Cents 64. 3 EA. Install II" Dia. Live Oak, complete in place, per each $ $ '.' Dollars Cents 65. EA. Install 12" Dia. Live Oak,
complete in place, per each $ $ 􀁾􀀬􀁾Dollars Cents .. i EIl&:A 162851950879 PF-15 July 1995 
• • BID SCHEDULE A TOWN OF ADDISON, TEXAS ROADWAY IMPROVEMENTS EASTBOUND BELT LINE ROAD RIGHT-TURN LANE AT DALLAS NORTH TOLLWAY "'l, , Item Est. Unit No. Q!!m,. Unit Description Price
Amount 66. 32 EA. Install Dwarf Burford Hotly, complete in place, per each $ $ Dotlars Cents 67. 1,000 EA. Install Asiatic Jasmine, complete in place, per each $ $ Dollars Cents 68.
500 EA. Install Annual Cover (4"), complete in place, per each $ Dollars Cents 69. 7 EA. Install Gulf Stream Nandina, complete in place, per each $ $ '. '.' Dollars Cents 70. 5 EA. Install
Juniper ground cover, complete in place, per each Dollars 􀁾􀀻􀀧􀀠Cents ",i EH&:A 162851950819 PF-16 July 1995 
BID SCHEDW.E A TOWN OF ADDISON, TEXAS ROADWAY IMPROVEMENTS EASTBOUND BELT LINE ROAD RIOHT-TURN LANE AT DALLAS NORTH TOLLWAY Item No. Est. Q!mn." Unit Description Unit 􀁾􀀠Amount i \
\ i ), i,fi -I \ I 71. 72. 4 2,000 EA. S.F. Install Holly bushes at GreenhiU School, complete in place, per each Block sod (Bermuda or St. Augustine), complete in place, per square foot
$ Dollars Cents $ $ $ ., I \ , II i, I '"rJ1 ' j -,I " I ! 73. 3,150 S.F. Bermuda Hydromulch, complete in place, per square foot Dollars Cents $ Dollars Cents $ I \ 74. I L.S. Remove
and replace Marriott entrance landscaping, complete in place, per lump sum $ $ " ',' , Dollars Cents 75. 820 L.F, 4" White paint stripe, complete in place, per linear foot $ $ Dollars
Cents .. ::Or':; I·,,' "Ij £aM 162851950879 PF-17 July 1995 
BID SCHEDULE A TOWN OF ADDISON, TEXAS ROADWAY IMPROVEMENTS EASTBOUND BELT LINE ROAD RIGHT-TURN LANE AT DALLAS NORTH TOLLWAY Item Est. UnitI No. QJ!ruh Unit Description Price Amount 76.
710 L.P. Red fire lane striping, complete in place, per linear foot $ $ Dollars j Cents I ! 77. 1 EA. Directional pavement, complete in place, per each $ $ 1 ) Dollars Cents 78. 20 EA.
4" type P-7W White non-reflective lane line buttons, complete in place, per each $ $ Dollars Cents 79. 30 EA. 4" Type P-l5W White reflective lane line buttons, complete in place, " •
per each $ $ '.' , Dollars Cents SO. 20 EA. 4" Type Pll7Y Yellow double reflective center line buttons, complete in place, per each $ 􀁾􀀯􀀮􀀠Dollars Cents EH&A 1628519S0879 PF-18 July
1995 
1 􀁾􀀠BID SCHEDULE A TOWN OF ADDISON, TEXAS ROADWAY IMPROVEMENTS EASTBOUND BELT LINE ROAD RIGHT· TURN LANE AT DALLAS NORTH TOLLWAY > ,I Item Est. Unit No. 􀁾􀀠ll'!!U Description Price
Amount 8l. 3 EA. Remove and replace permanent traffic signs, complete in place, per each $ $ Dollars Cents 82. 1 EA. White painted ·STOP" marking, complete in place, per each $ $l Dollars
Cents 83. 1 EA. 12" white painted stop bar, complete in place, per each $ $ Dollars Cents 84. 1 EA. 24·> White thermoplastic stop bar, complete in place, per each $ $ " .. I Dollars
Cents TOTAL AMOUNT BID FOR $ BID SCHEDULE A, ITEMS 1 THROUGH 84, INCLUSIVE ;.}, " Dollars Cents The substantial completion time for this Contract is 145 calendar days. The total completion
't,ime for this Contract is 165 calendar days. 1lH&A 162851950879 PF-19 July 1995 
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 and payment for the cost of such shall be included in the price bid for the construction of the project. 2, Prices must be sbown in words and figuresfor each item listed in this proposal, In the event of discrepancy, the words shall control. 3, 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, and roadbase, 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 10, items sucb as supplies, tools, skill and labor, the purchase, rental or lease of equipment, etc. . ','
EH&A 162851950879 PF-20 July 1995 
If BIDDER is: 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. EH&A 162851950879 July
1995PF-21 
A Corporation By (Corporation Name) I, (State of Incorporation) By (Name of Person Authorized to Sign) (Title) (Corporate Seal) Attest (Seorelary) Business address: Phone No. A Joint
Venture By (Name) '.' (Address) By (Name) (Address) M (Each joint venturer must sign. The manner of signing for each individual, partuership and corporation that is a party to the joint
venture should be in the manner indicated above.) EHM 16285/950879 Pp·22 July 1995 
1 I SECTION CA CONTRACT AGREEMENT EH&A 162851950879 CA-l 1u1y 1995 
! I I //1 ; I SECTION CA AGREEMENT STATE OF TEXAS COUNTY OF DALLAS TIllS AGREEMENT is made and entered into this __ day of • 19_. by and between the Town of Addison, of the County of
Dallas and State of Texas, acting through its Mayor, thereunto duly authorized so to do, Party of the First Part, hereinafter termed the OWNER, and ,ofthe City of , County of , State
of , Party of the Second Part, hereinafter termed CONTRACTOR. WITNESSETH: That for and in consideration ofthe payment and agreement hereinafter mentioned, to be made and performed by
the OWNER, the said CONTRACTOR hereby agrees with the said OWNER to commence and complete construction of certain improvements as follows: Midway Road Drainage Improvements, From Greenhill
Drive to T.U. Electric R.O.W. and all extra work: in connection therewith, under the terms as stated in the General and Specific Provisions of the AGREEMENT; and at his own proper cost
and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendence, labor, insurance and other accessories and services necessary to complete the said construction,
in accordance with the conditions and prices stated in the Proposal attacbed hereto and in accordance with the Advertisement for Bids, Instructions to Bidders, General Provisions, Special
Provisions, Plans, and other drawings and printed Or written explanatory matter thereof, and the Technical Specifications and Addenda thereto, as prepared by the OWNER, each of which
has been identified by the' endorsement of the CONTRACTOR and the OWNER thereon, together with the 􀁃􀁏􀁎􀁔􀁒􀁁􀁃􀁔􀁏􀁒􀀧􀁾, written Proposal and the General ProVisions, all of wbich
are made a part 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 bave been given to him, to substantially complete the work: wlthin 145 calendar days after he commences work:, and to totally complete the work: in 165
calendar calendar days after be commences work:, subject to such extensions of time as are provided by the General Provisions. The OWNER agrees to pay tbe CONTRACTOR $ in current funds
for the, performance of the Contract in accordance with the Proposal submitted thereof, subject to additions and deductions, as provided in the General Provisions, and to malee payments
of account thereof as provided therein. EH&A 162851950879 CA-2 July 1995 ,, 
1 IN WITNESS WHEREOF, the parties of these presents have executed this AGREEMENT in the year and day first above written. TOWN OF ADDISON ATTEST: (OWNER) . By: City Secretary Party of
the Second Part (CONTRACTOR) ATTEST: By: The following to be executed if the CONTRACTOR is a corporation: I, ____________,certify that I am the secre!ary of the corporation named as
CONTRACTOR herein; that ____________, who signed this Contract on behalf of the CONTRACTOR is the of said corporation; that said . (official title) Contract was duly signed for and in
behalf of said corporation by authority of its governing body, and is within the scope of its corporate powers. Signed: Corporate Seal EH&A 16285/950879 July 1995 CA-3 
1 ) SECTION PcB PERFORMANCE BOND " EII&A 16285/950879 PcB·} July 1995 
SECTION PrB PERFORMANCE BOND STATE OF TEXAS COUNTY OF DALLAS Date Bond Executed: PRINCIPAL: SURETY: 'I J PENAL SUM OF BOND (express in words and figures): . I ; \, DATE OF CONTRACT:
KNOW ALL MEN BY THESE PRESENTS, that we, the PRINCIPAL and SURETY above named, ate held firmly bound unto the Town of Addison, Texas, hereinafter called the OWNER, in the penal sum of
the amount stated above, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly
by· these presents. " THE CONDITIONS OF THIS OBUGATION ARE SUCH that, whereas the PRINCIPAL entered into a certain Contract with the OWNER, numbered and dated as shown above and attached
hereto; ; NOW THEREFORE, if the PRINCIPAL shall well and truly perform and fulfill all :.the undertakings, covenants, terms, conditions and agreements of said Contract during the original
term of said Contract and any extension thereof that may be granted by the OWNER, with or without notice to the SURETY, and during the life of any guaranty required under the Contract,
and sIialI also well and truly perform and fulfill all the undertakings, covenants, terms, conditions and· agreements of any and all duly authorized modifications of said Contract that
may hereafter be '. J/made, notice of which mndifications of said SURETY being hereby waived, then this obligation to be void, otherwise in full force and virtoe. ,.. EH&A 162851950879
PrB-2 July 1995 
IN WITNESS WHEREOF, the above-bounden parties bave executed this instrumeot uoder their several seals 00 the elate indicated above, the oame and corporate seal of eacb corporate party
beiog bereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governiog body. SEAL CONTRACTOR By; 􀁾􀁎􀁅􀁓􀁓􀀠_____________ Address:
SEAL ATTEST: SURETY By: Address: Title: (Surety to Attacb Power of Attorney) CERTIFICATE AS TO CORPORATE PRINCIPAL I, ,certify that I am the secretary of the corporation oamed as PRINCIPAL
in the within bond that , who signed the said bood 00 behalf of the PRINCIPAL, is tbe of said corporation; that I know,bis signature, and bis signature thereto is genuine; and that said
bond was duly signed, sealed and attested for and in behalf of said corporation by authority of its governing body. (Corporate Seal) EH&A 162851950379 July 1995 PrB-3 
SECTION MB MAINTENANCE BOND EH&A 162851950879 July 1!I95MB-l 
SECTION MB MAINTENANCE BOND STATE OF TEXAS COUNTY OF DALLAS That __________________ as principal and _________ ______________" a corporation organized under the laws and as sureties,
said sureties being authorized to do business in the State of Texas, do hereby expressly acknowledge themselves to be held and bound to pay unto the Town of Addison, a mnnicipal corporation,
chartered by virtue of a Special Act of Legislature of the State of Texas, as Addison, Dallas County, Texas, the sum of ($ ) for the payment of which sum will and truly In be made unto
saId Town of Addison and its successors, said principal and sureties do hereby bind themselves, their assigns and successors, jointly sod severally. This obligation is conditioned, however,
that whereas said has this day entered into a written contract with the saId Town of Addison In build and construct if!.e ,, EHkA 16285/950879 MB·2 July 1995 
which contract and the Plans and Spooifications therein mentioned adopted by the Town of Addison, are hereby expressly made a part hereof as though the same were written and embodied
herein. WHEREAS, under the Plans, Spooifications and Contract it is provided that the Contractor will maintain and keep in good repair the work herein contracted to be done and perfonned
for a period of one () 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 perfonn
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 of 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 perfonned 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 THEREFORE, if the said Contractor shall keep and perfonn its said agreement to maintain said work and keep the same in repair
for the said maintenance period of one (I) 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
Contractpr 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 􀁳􀁵􀁣􀁣􀁥􀁳􀁳􀁾􀁶􀁥􀀠recoveries may be had hereon for successive branches until the full amount shall have 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 not be changed, diminished, or in any manner affected from any cause during said time.
EH&A 162851950879 M1J..3 luly 1995 
IN WITNESS WHEREOF, the said ___________ bas caused these presents to be executed by and the said bas bereunto set bis band this the __ day of ______, 19_.. SURETY PRINCIPAL By: By:
Attorney in Fact ATTEST By: Surety Secretary Agency and Address NOTE: Date of Maintenance Bond must not be prior to date of Contract. ,.. EHM 162851950879 MB-4 July 1995 
SECTION GP GENERAL PROVISIONS ,.. EH&A 162851950879 July 1995 GP-l 
GENERAL PROVISIONS I . The General Provisions of the Contract shall be as stated in the Standard Specifications for Public Works Construction, North Central Texas Council of GovemmenlS
(1983), under Part I, "General Provisions," Items 1.0 through 1.63 inclusive, as amended or supplemented and except as modified by the Special Provisions. ,, I· : EH&A 162851950879 GP-2
July 1995 
SECTION SP SPECIAL PROVISIONS '. EH&A 162851950879 SP-l Iuly 1995 
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, 5'35'0 Beltline Road, Addison, Texas. 4. COPIES OF PLANS FURNlSHED Three (3)
sets of Plans shall be furnisbed to the Contractor, at no cbarge, 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; Sbop Drawings, Change Orders, other modification
to the Contract, field test records and other documents SUbmitted by Contractor in compliance with with specification requirements. These documents shall be maintained at the job site
apart ftojII 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 mm;te available at all times for inspection by the Owner. Recordjng. Each document shall be labeled Project Record Copy in 2-inch higb 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 sball be legibly marked to record, where applicable:
Horizontal and vertical location of underground utilities and appurtenances referenced to permanent surface improvements. EH&A 162l!S19S0879 July 1995 SP-2 
Field changes of dimension and detail made during construction process. Changes made by Cbange 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. Shop Drawings. The Contractor shall maintain the Shop Drawings as record drawings and legibly annotate shop drawings to record changes made after review. A red felt-tip marking
pen shall be used for all recording. Submittal. At the completion of the project, the Contractor shall deliver record drawings to the Owner. The transmittal letter shall be accompanied,
in duplicate, with: Date, project title and number. Contractor's name and address. Title and number of each record document. Certification thai each document as submitted is complete
and accurate. Signature of Contractor or bis authorized representative. 6. HORIZONTAL AND 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 Work sball be secured and paid for by the
Contractor. Permits, licenses and easements for permanent structures or permanent changes in existing facilities shall be secured and paid for hy the Owner, unless otherwise specified.
If the Contractor observes that the Drawings and Specifications are at variance therewith, he shall promptly notify the Engineer in writing, and any necessary cbanges shall be adjusted
as provided in the Contract for changes in Work. ,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 Work hereunder, and shall hold the Owner harmless therefrom. EH&A 162851950879 July 1995 SP-3 
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 sucb review, the Contractor will be held responsible for the fmished
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 right to place full-time
construction observers at the site of the Work. The Owner and his representatives shall at all times have access to the Work whenever it is in preparation or progress, and the Contractor
shall provide proper facilities for such access, and for review. Ifthe Specifications, the Owner's instructions, laws, ordinances, or any public authority require any Work to be specially
tasted, the Contractor shall give the Owner timely notice of its reediness for tasting, and if the testing is by an authority other than the Owner, ofthe date fixed for such testing.
Tests by the Owner shall be made promptly, and where practicable at the source of supply. Re-examination ofany Work may be ordered by the Owner, and, if so ordered, the Work must be
uncovered by the Contractor. If such Work is found to be in accordance with the Contract Documents, the Owner shall pay the cost of re-examination and replacement. If such Work is not
in accordance with the Contract Documents, the Contractor shall pay such cost. lO. SCOPE OF WORK The Work for this Project consists of fumlshing all materials, labor, equipment, tools
and incidentals necessary to construct, in accordance with the Plans and Specifications, the proposed Midway Road Drainage Improvements, from Greenhlll Drive to T.U. Electric R.O.W.
II. PROPERTY UNES AND MONUMENTS All property comers, control monumentations, construction and survey stakes and marks shall be carefully preserved by the Contractor, and in case of careless
destruction or removal by Contractor or his employees, such stakes or marks shall be replaced at the Contractor's expense as required by the Owner. EH&A 16285/950879 July 1995SP-4 
12. DISCREPANCIES If the Contractor, in the course of the Work, finds any discrepancy between the Contract Documents and the pbysical conditions of the locality, or any errors or omissions
in drawings or in the layout as given by survey points and instructions, 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, be shall immediately inform the Owner in writing, and the Owner sball promptly verify the same. Any Work done after sucb
discovery, until authorized, will be done at the Contractor's risk. 13. TIME ALLOITED FOR COMPLETION All items of Work included under these contracts sball be completed within the time
stipulated in the Proposal. The time sball 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 construction of the Project. 14. EXISTING STRUCTURES The Plans sbow the location of all known surface and subsurface structures. However, the Owner assumes no responsibility
for failure to sbow any or all of these structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis
for claims for additional compensation or extra work or for increasing the pay quantities in any manner whatsoever, unless the obstruction encountered is sucb as to necessitate cbanges
in the lines or grades, or require the building of special work, provisions for whicb are not mede in the Plans and Proposal, in wbicb case the provisions in these Specifications for
extra work shall apply. 15. EXISTING lITILmES AND SERVICE LINES The Contractor sball contact all the utility companies wbicb bave facilities in the vicinity ofthe proposed improvements
to confirm the borizontal and vertical locations of their respective facilities prior to commencing work. Where a conflict with the proposed improvements is encountered, the Contractor
sball notify the Engineer immediately prior to proceeding with the work. The Contractor sball be responsible for the protection of all existing utilities or service lines crossed or
exposed by his construction operation. Wbere existing utilities or service lines are cut, broken or damaged, the Contractor sball zeplace the utilities or service lines witb the same
type oforiginal construction, or better, at his own cost and expense. All replacement, backfill and compaction shall be accomplished in strict accordance with the requirements of the
owner of the utility or service line. EH&A 16285/950879 SP-S July 1995 
16. PUBLIC UTILITIES AND OTHER PROPERTY TO BE CHANGED In case it is necessary to change or move the property of any owner or of a public utility, such property shall not be moved or
interfered with until authorized by the utility company and approved by the Owner. The right is reserved to the owner of public utilities to enter upon the limits of the Project for
the purpose of making such changes or repairs of this contract. 17. LIGHTS AND POWER The Contractor shall provide, at his own expense, temporary lighting and power facilities required
for the proper execution of the Work. 18. PERMITS AND RIGHTS-OF-WAY The Owner will provide rights-of-way for the purpose of construction without cost to the Contractor by securing permits
in areas of public dedication or by obtaining easements across privately-owned property. It shall be the responsibility of the Contractor, prior to the initiation of construction on
easements through private property, to inform the property owner of his intent to begin construction. Before beginiiing 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 Work. 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
showing the sequencing and progress of their work and its effect on others. These schedules shall be delivered to the Owner in advance of the meeting for his review. The general nature
of the work, materials used, and methods of construction as well as the schedules will be discussed at the meeting. A final composite schedule will be prepared during this conference
to allow an orderly sequence of project construction. 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 bound with and made a part ofthe Contract Documents. No other explanation or interpretation will be considered official or binding. Should a Bidder find discrepancies
in, or omissions from, the Plans, Specifications or Contract Documents, or should he be in doubt as to their meaning, he shall at once notifY the Engineer in writing in order that a
written addendum may be sent to all Bidders. EH&A 162851950879 SP-6 July 1995 
21. WATER FOR CONSTRUCTION The Contractor shall make the necessary arrangements with the Town of Addison for securing and transporting all water required in the construction, including
water required for mixing of concrete, sprinkling, testing 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. EXCAVATION The Contractor shall exercise precautions
to insure that drainage from adjacent properties is not blocked by his excavations. 23. CONTRACTOR's BID The Contractor's Bid sball be on a Unit Price basis for construction of the Project
as shown on the Plans and described in the Specifications. 24. OWNER'S STATUS The Owner shall perform technical review of the Work. He sball also have authority to reject all Work and
materials whicb do not conform to the Contract and to decide questions whicb 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 Documents. 26. LANDS FOR WORK The Owner sball provide as indicated on the Plans for this Project, the lands upon which the Work under this Contract is to be done, rigbt-of-way
for access to same, and such other lands whicb are designated on the Plans or in the Specifications for the use of the Contractor. Such lands and rigbts-of-way sball be adequate for
the performance of the Contract. Should the Contractor be delayed as the result of lack ofaccess, this sball be cause for an extension oftime but not for additional cost. The Contractor
shall provide at bis own expecse and without liability to the Owner any additional land and access thereto that may be required for temporary construction facilities. EH&A lIiZSS1950S79
SP-7 July 1995 
27. CLEANING UP The Contractor shall remove at bis 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 accordance with permission of sucb disposal granted to the Contractor by the Owner thereof. 28. LIOUIDATED DAMAGES
FOR DELAY BY CONTRACTOR The time of completion is of the essence in this contract. For each calendar day that any Work: sball remain uncompleted after the time specified in paragraph
38, liquidated damages sball be deducted from the monies due the Contractor in the amount of $500 per day. 29. USE OF EXPLOSIVES Use of explosives will not be aUowed. 30. PROJECT MAINTENANCE
The Contractor shall maintain, and keep in good repair, the improvements covered by these Plans and Specifications during the life of bis contract. 31. DISPOSAL OF WASTE AND SURPLUS
EXCA V A TION All aspbalt, concrete, rock or excavated material, or other debris removed from the site as a preliminary to the construction sball be removed from the property. Any required
disposal permits shall be the sole responsibility of the Contractor. 32. REMOVALS. ADJUSTMENTS AND REPLACEMENTS Existing pavements, driveways, curbs, gutters, sidewalks, etc., to be
removed to facilitate the construction of the improvements sball be broken up and disposed of. Care sball be exercised to leave a neat, uniform edge or joint at the excavation limits
or sections removed where oilly portions are to be removed. The Ow!)er will designate the limits to be removed. Where pavements, driveways, curbs, gutters, sidewalks, etc., sball be
replaced, then said replacements sball be to the standard of the previously removed portion or better. Existing structures sucb as manholes, inlets, cleanouts, valve boxes, etc. wbich
are not the property of a private firm or company, or an individual required to move their own property, sball be adjusted, altered or reset to the requirement elevation and alignment.
New materials materials and workmanship necessary sball conform to the requirements of these Specifications covering the particular Work. Salvaged 􀁭􀁡􀁴􀁥􀁲􀁩􀁡􀁬􀁾􀀠in good condition
may be used in rebuilding slicb .,. structures, provided the materials are thoroughly cleaned before their use. EH&A 162851950879 July 1995 SP-8 
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. A:ny such additional item which the Contractor moves or causes to be moved for his own convenience shall be at his own expense. 33. TOWN OF ADDISON APPROVAL This project
is subject to final approval and acceptance by Town of Addison. 34. TRAFFIC CONTROL The Contractor shall be responsible for providing traffic control duriog the construction ofthis Project
consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets aod Highways· issued under the authority of the ·State of Texas Uniform
Act Regulating Traffic on Highways·, codified as Article 670ld 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 aty. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact
the Town of Addison to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above-referenced
manual, and such a temporary sign must be installed prior to the removal of the existing sign. 35. CERTIFICATION The Contractor shall submit a manufactorer'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 􀁾􀁰􀁴􀁡􀁮􀁣􀁥􀀠of the Worle is subject to final testing and approval of the Work by the Town of Addison. 􀀮􀁾􀀠37. WORK AREA Contractor sball restrict his construction
activity to the project site. 38. CONTRACT TIME It is the Owner's desire to have the project completed and operational in as short a time. as possible. The number of calendar days for
substantial completion and total completion of the ;C.' project will begin with the date specified in the Notice to Proceed. In no instance shall the number ofcalendar days for the substantial
completion ofthe Work measured from the proposed date of beginning exceed 145 calendar days. In nO instance shall the number of calendar days EH&A 162851950879 July 1995SP·9 
for the total completion of the Work measured from the proposed date ofbeginning exeeed 165 calendar days. 39. CONTRACTOR'S AFFIDAVIT Of BILLS PAID The Contractor sball 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 aU-inclusive of the work required on this project.
Work required by the plans or specifications but not provided with a specific pay item sball be considered incidental to other items of work. 41. SAMPLES AND TESTS OF MATERIALS Modify
the General Provisions, Section GP 5.16, Samples and Tests of Materials. "The Contractor sball designate and pay a recognized testing laboratory to perform aU testing and concrete design
for this project. Such designation sbaU be subject to the approval of the Engineer. All testing services that the Contractor is required to provide will not be paid for separately, but
shall be considered subsidiary to other items of work . •All samples and tests shall be performed in accordance with the 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. COMPUANCE WITH GENERAL
RULES AND LAWS ·Contractor sball familiarize bimself with the nature and extent of the specifications, site conditions, traffic and safety requirements, and comply with all federal,
state and local Jaws, ordinances, rules and regulations. Contractor sball determine bow compliance with requirements, laws, rules, and regulations will affect bis cost, progress or performance
of the Work." 44. COMPUANCE WITH IMMIGRATION LAWS ·Contractor shall take all steps necessary to ensure tbat all of the Contractor's employees s,re authorized to work in tbe United States
as required by the Immigration Refurm and Control Act of 1986." ElI8u\ 162851950879 SP-lO July 1!l95 
45. RESOLUTION OF DISPUTES The parties hereby covenant and agree that in the event of any controversy, dispute, or claim, of whatever nature arising out of, in connection with or in
relation to the interpretation, performance or breach of this agreement, including but not limited to any claims based on contract, tort or statute, before filing a lawsuit, the parties
agree to submit the matter to Alternative Dispute Resolution pursuant to the laws of the State of Texas. The parties shall seleet a third party arbitrator or mediator from the current
list of neutrals on file with the Alternative Dispute Resolution Administrator ofthe DaUas County District Courts. AIl forms of Alternative Dispute Resolution may be used except binding
arbitration. The proceedings shall be conducted in accordance with the laws of the Slate of Texas. ", EH&A 162851950879 1uly 1995SP·Il 
SECTIONT TECHNICAL SPECIFICATIONS i . I EH&:.A J62851950879 T-l July 1995 
SECTION T 􀁔􀁅􀁃􀁾􀁃􀁁􀁌􀁓􀁐􀁅􀁃􀁾􀁃􀁁􀁔􀁔􀁏􀁎􀁓􀀠I. GENERAL A. 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. II. SUPPLEMENTAL SPECIFICATIONS FOR INSTALLATION OF TRAFFIC SIGNALS m. SUPPLEMENTAL LANDSCAPE AND IRRIGATION 􀁓􀁐􀁅􀁃􀁾􀁃􀁁􀁔􀁉􀁏􀁎􀁓􀀠A. Demolition.
B. Earthwork. C. Tree Protection. D. Irrigation System. E. Landscaping. F. Lawns and Grasses. IV. SUPPLEMENTAL 􀁓􀁐􀁅􀁃􀁾􀁃􀁁􀁔􀁉􀁏􀁎􀁓􀀠FOR BRICK PAVERS EH&A 162851950879 T·2 July 1995

II. SPECIFICATIONS FOR INSTALLATION OF TRAFFIC SIGNALS INDEX OF SPECIAL PROVISIONS FOR INSTALLATION OF TRAFFIC SIGNALS 1.0 GENERAL NOTES FOR INSTALLING TRAFFIC SIGNALS 2.0 MATERIALS
TO BE FURNISHED BY THE CONTRACTOR 3.0 INSTALLATION OF ELECTRICAL SERVICE 4.0 INSTALLATION OF CONDUIT 5.0 INSTALLATION OF CABLE 6.0 GROUNDING 7.0 LOOP VEHICLE DETECTOR INSTALLATION 8.0
CONCRETE FOUNDATIONS FOR SIGNAL STRUCTURES 9.0 TRAFFIC SIGNAL POLE SYSTEMS 10.0 INSTALLATION OF SIGNAL HEADS 11.0 INSTALLATION OF GRAPHICS/SIGNS 12.0 PAINT AND PAINTING 13.0 PRESERVATION
OF LANDSCAPING, SPRINKLER SYSTEM, ETC. 14.0 REMOVAL AND REPLACEMENT OF CURBS AND WALKS 15.0 SAMPLING AND TESTING 16.0 PAVEMENT MARKINGS 17.0 PULL BOXES 18.0 WARRANTIES/GUARANTEES 19.0
TRAFFIC SIGNAL MAINTENANCE DURING CONSTRUCTION 20.0 BARRICADES 21.0 AS-BUILT DRAWINGS 22.0 MEASUREMENT AND PAYMENT 23.0 EXPERIENCE AND QUALIFICATIONS 24.0 MISCELLANEOUS NOTES 25.0 ACCEPTANCE
NOTES 1.0 GENERAL NOTES FOB INSTALLING TRAFFIC SIGNALS 1.1 These Special Provisions and the 1983 North Central Texas Standard Specifications for Public Works construction with Amendments
where applicable, shall govem the materials and installation of traffic control signals, including illumination, at the intersections and, when required, interconnection conduit between
signelized intersections. In the event ol a conflict, the SpeCial Provisions shall control. 1.2 This project shall consist of installing materials and equipment necessary for the complete
signal system at the'proposed location. The Contractor shall install and shall activate completed signals and signal systems in the sequence approved by the Engineer. The Engineer must
approve the anticipated sequence of intersection work prior to the. work order being issued. 1.3 The total installation shall be in accordance with the applicable sections of the National
Electrical Code, all governing local ordinance and regulations, the plans, these special provisions and those sections of the Standard Specifications which apply. All workmanship shall
be first class and finished work shall present a neat, unclunered appearance. The Contractor shall schedule his work so as to cause the minimum 11 -5 
interference to moving traffic and the operation of the existing signal system. Existing signals may be shut down for modification andfor equipment installation only with 72 hour advanced
the approval of the Director of Streets. These traffic signal installations consist of the following items: 1. Furnishing and placing all concrete and steel for signal pole foundations.
2. Installation of steel traffic signal poles. 3. Installing necessary conduit and pull boxes. 4. Installing all signal control equipment including controller assemblies signal head
assemblies, detector units, AC service, conductors, and all other miscellaneous equipment that is required. The Contractor shall furnish concrete, reinforcing steel, and forms for structure
foundations, grouting materials, painting materials, detector loop sawcut and sealing materials, No 12 AWG SHIELDED PAIR stranded wire for connecting the signal heads to the signal cable
system, and miscellaneous nuts, bolts, and washers under three-quarters inch 13/4") in diameter. The contractor shall be required to assemble all signal head units. 5. The Contractor
will be responsible to maintain existing traffic signal operation at all intersections during the installation of new signals. 6. The Contractor will be responsible for removing the
existing traffic signal equipment and hardware (controllers, poles, heads, cable, Signs, etc.l at a specified location. 7. Project acceptance will be by individual intersection. The
Contractor shall guarantee all work performed and materials he has furnished under this project for a period of twelve (12) months following the date of project acceptance. NO EXTRA
COMPENSATION WILL BE ALLOWED FOR FULFILUNG THE REQUIREMENTS STATED ABOVE. 1.4 All materials furnished by the Contractor shall be new undepreciated stock. 1.5 If the Contractor desires
to deviate from any of the following procedures or to mike substitutions for any materials or equipment, written approval must be obtained from the Owner after a request from the Contractor
is made and sample!s) of the substitute materials or equipment isfare furnished to the Owner. 2.Q MATERIALS TO BE FURNISHEP BY THE CONTRACTOR 2.1 The Contractor shall furnish all materials
necessary to complete the project, including materials for the power connection that are not fumished by the Power Company, and shall 􀁾􀀮􀀧􀀠install the materials in accordance with
the plans and specifications. 2.2, The Contractor shall furnish all labor, tools, equipment, and incidentals necessary to complete the project in an efficient and workmanlike manner.
11 ·6 
2.3 Electrical materials and fittings shall conform to the requirements of the National Electrical Code. Electrical fittings shall be approved by the National Electrical Association.
2.4 The Contractor shall furnish painting materials and labor as well as "touch-up" all painted items that are damaged during the installation process Iwhether previously painted by
the contractor or by others). See Section 9.9 Field Painting. The finishing paint appearance will meet the Owner's approval before acceptance of the signal installation is made. 3.0
INSTALLATION OF ELECTRICAL SERVICE 3.1 The contractor shall furnish and install conduit and wire from pull boxes or signal foundations for AC service as shown on plans and as required
by the Power Company for traffic Signal controllers and street lighting. The Contractor shall coordinate and verify exact requirements for conduit and wire with the Power Company before
any work is started. Installation of conduit and wire to the Power Company vaults shall be per the Power Company specifications. 3.2 Unless otherwise called for in the plans, the power
connection shall be made to a 115 -125 volt, single phase, 60 cycle AC supply. The wire used for the power connection shall be a minimum size as indicated on plans and shall be insulated
for six hundred 1600) volts. The common wire shall be white-coded and the power positive shall be black-coded. The Contractor shall also provide an electrical meter for the signal installation.
3.3 Street light fixture wires (#8 AWGrrhin Wire) shall be installed to signal mast arm poles with luminaries as shown on the plans. 4.0 INSTALLATION OF CONDUIT 4.1 The Contractor shall
provide and install underground cable facilities required to satisfy the requir&ments of the signal system proposed. Cable routing can be accomplished through existing conduits and conduits
to be installed by the Contractor as show in the plans. If any of the cable routing paths utilize existing utility company conduits, the Contractor shall be responsible for detailed
coordination of proposed cable routing and actual installation With utility company before any work is started. Installation of conduit and cable to other utility manholes shall be per
utility company Specifications, which includes adequate ventilation to prevent injury to personnel caused.by toxic or harmful gases. 4.2 New Conduit 4.2.1 Unless otherwise shown on plans,
all conductors shall be in conduit except when in metal poles. All conduit and fittings shall be of the sizes and types shown on the·plans. Each section of conduit shall bear evidence
of approval by Underwriter's Laboratories .. 4.2.2 Conduit terminating in posts or pedestal bases shall not extend vertically more than 3 inches above the concrete foundetion. Field
bends in rigid metal conduit shall have a minimum radius of 12 diameters of the nominal size of the conduit. Copperclad ground rods in signal bases shall not extend vertically more than
3 inches above the concrete foundation. 11 -7 
4.2.3 Each length of galvanized rigid metal conduit, where used, shall be reamed and threaded on each end and couplings shall be made up tight. White-lead paint or equal shall be used
on threads of all joints. PVC conduit shall be joined by solvent-weld method in accordance with the conduit manufacturer's recommendations. No reducer couplings shall be used unless
specifically indicated on the plans. 4.2.4 All conduit and fittings shall have the burrs and rough pieces smoothed and shall be clean and free of obstructioris befor.e the cable is installed.
Field cuts shall be made with a hacksaw only, and shall be square and true so that the ends will butt or come together for the full diameter thereof. In no case shall a cutting torch
be used to cut or join conduit. Slip joints or running threads will not be permitted for coupling conduit unless approved by the Owner. When a standard coupling cannot be used, an approved
union coupling shall be used and shell provide a water-tight coupling between the conduit. All couplings shall be proper1y installed to bring the ends of connected conduit together to
produce a good rigid connection throughout the entire length of the conduit run. Where the coating on a conduit run has been damaged in handling or installation, such damaged pans shall
be thoroughly painted with rust preventive paint. Ends of conduits shall be capped or plugged until installation of wire. Upon request by the Owner, the Contractor shall draw a full-size
metal wirebrush, attached by swivel joint to a pull tape, through the metal conduit to insure that the conduit is clean and free from obstructions. The conduits shall be placed in an
open trench at a minimum 24 inches depth below the curb grade in the sidewalk areas, or 18 inches below the finished street grade in the street areas. 4.2.5 Conduit placed for concrete
encasement shall be secured and supponed in such manner that the alignment will not be disturbed during placement of the concrate. No concrete shall be placed until all of the conduit
ends have been capped and all box openings closed. 4.2.6 PVC conduit, which is to' be placed under existing pavement, sidewalks, and driveways, shall be placed by first providing a void
through which the PVC conduit shall be insened. The void may be made by either boring or jacking a mandrel. Metal conduit, which is to be placed under existing pavement, sidewalks, and
driveways, shall be placed by jacking or boring. 4.2.7 Pits for jacking or boring shall not be closer than 2 feet to the back of the curb or the outside edge of the shoulder unless otherwise
directed by the Owner. The jacking and bor'lng method used shall not interfere with the operation of street, highway, or other facility, and shall not weaken or damage only embankment
structure, or pavement. Heavy jacks are to be used for jacking. Boring is to be done by mechanical means providing a maximu'm one inch overcut for the conduit to be placed, and use of
water or other fluids in connection with the boring operating will be permitted only to the extent to lubricate cuttings. Water letting will not be permitted. 4.2.8 Where conduit is
to be placed under existing asphaltic pavement, the jacking method is to be used unless written approval is given by the Owner for placement of conduit 'by 'i boring. 4.2.9 BaCkfill
for all excavations shall be tamped with mechanical tamps in six itlCh (68) layers to the density of the surrounding ground. ' 11 -8 
4.3 Existing CondYit 4.3.1 Prior to pulling cable in existing underground conduit to be reused in the system, the conduit shall be cleaned with a mandrel or cylindrical wire brush and
blown out with compressed air. If conduit appears to be blocked, the contractor shall make an attempt to clear the conduit by rodding. (The Contractor will not receive extra compensation
for rodding). The Owner shall be notified prior to disconnection or removal of the existing interconnect cable. 4.3.2 Where existing conduit is found to be unusable (conduit has collapsed
or the cable is unable to be pulled from the existing conduit). the Contractor shall, upon approval ,by the Owner, install new rigid metal or P.V.C. conduit. 5.0 INSTALLATION OF CABLE
5.1 General 5.1.1 The cables shall be installed in the conduit. The conduit must be continuous. reasonably dry, completely free of debris, and without sharp prOjections, edges or shon
bends. If so required by the Owner; the Contractor shall demonstrate that the conduit is dry and free of debris by pulling a swab andlor mandrel through the conduit. The conductors shall
be installed in such a manner and by such methods so as to insure against harmful stretching of the conductors or damage to the insulation. Installation methods shall confOrm to the
recommendations of the cable manufacturer. The Contractor shall furnish at least two copies of the manufacturer's recommendations, which includes: methods of attaching pull cable, pulling
tension per conductor size and per radius of conduit bend, and the type of lubricant to be used. 5.1.2 All cables in a given conduit run shall be pulled at the same time and the conductors
shall be assembled to form one loop in such a manner that the pulling tension is distributed to all the cables. Long. hard pulls will necessitate the use of pulling eyes. For shon runs,
the cables may be gripped directly by the conductors by forming them into a loop to which the pull wire or rope can be attached. The insulation on each conductor shall be removed before
the loop is formed. The method used will depend on the anticipated maximum pulling tension in each case. '. 5.1.3 In many instances. existing conduits which contain signal cabla are
to be used for the installation of new cables. In such locations, where new cables are to replace all existirig cables, the existing cables may be used to pull in the new cables. At
locations where new cables are to be added to existing cable runs, the existing cables shall first be pulle.d out, then replaced, adding the new cables to the existing cables to form
one cable pull. Installation shall be done in such a way as to prevent damage to the existing and/or new cables. In the event of damage, the Contractor shall bear the responsibility
of material and labor for replacement of defective cables. >/5.1.4 All conduit runs shall be measured accurately and precisely for determining cable lengths to be installed. A measuring
device shall be insened into the conduit, and the length shall be measured (to the nearest foot) from entry point to exit point. All conduit run measurements shall take place in the
presence of the Engineer or the Inspector.' The 11 ·9 
Contractor shall record all cable measurements and include the distances in the as-built drawings. In locations where new cables are to replace existing cables, the Contractor may use
the removed cables as a measuring device to determine the lengths of the removed cables to be installed, however, this does not relieve the Contractor of his responsibility to record
accurate measurements of all cable lengths. 5.1.5 The manufacturer's recommended maximum pulling tensions shall not be exceeded under any circumstances. If so required by the Owner,
the Contractor shall insert a dynamometer in the pull wire as the cables are being pulled into the conduit to demonstrate that the maximum tensions are not being exceeded. The cable
shall be fed freely off the reel into the conduit without making a reverse curve. At the pulling end, the pull wire and cables shall be drawn from the conduit in direct line with the
conduit. Sheaves or other suitable devices shall be used as required to reduce any hazards to the cable during installation. The cables shall be adequately lubricated to reduce friction
and further minimize possible damage. Such lubricants shall not be the grease or oil type used on lead sheathed cables, but shall be one of several commercially available wire pulling
compounds that are suitable for P.V.C. sheathed cables. They shall consist of soap, talc, mica, or similar materials and shall be designed to have no deleterious effect on the cables
being used. 5.1 .6 The cables shall be neatly trained to their destinations in manholes, cabinets. pole bases, pull boxes, and all other terminations. The cable manufacturer's recommended
values for the minimum bending radii to which cables may be bent for permanent training during installation shall be adhered to. These limits do not apply to conduit bends, sheaves or
other curved surfaces around which these cables may be pulled under tension while being installed. Larger radius bends are required for such conditions. 5.2 Wire and Cable 5.2.1 All
wire and cable shall conform to the requirements shown on the plans, except wire and cable specifically covered by other items of this contract. The minimum size of conductors shall
be as indicated on the plans. 5,3 Controller Cabinet Wiring 5.3.1 Wiring for the controller shall consist of connecting: {11 wires to signals, 121 wi,es to detectors, (31 the power wires,
141 the ground wires, (5) the pedestrian push-button wires, and (6) the interconnect wires to their respective terminals in the cabinet. At the controller cabinet. the signal conductors
from the field shall be stripped back and insulated solderl&ss lugs crimped to wire. These "lugs" shall be inserted under the binder head screw and tightened securely. Other wiring for
the controller shall be as required by the :wiring diagrams and instructions furnished with the controller by the manufacturer. 5.3.2 All field wiring in cabinets shall be neatly installed.
Incoming cables shall be trained to their destination and neatly laced together. All spare wires shall be trimmed. and neatly >,i coiled with the ends taped. Detector lead-in cables
shall have their insulation jackets removed from the terminal strip connection unsheathed to the bottom of the cabinet, and have the ground wires tied together in the bottom of the cabinet.
11 -10 
5.3.3 Pedestrian push buttons shall have a common ground wire that is completely isolated and independent from all other grouild wires. This wire shall be connected to the designated
terminal in the controller cabinet. 5.4 Signal Head Wiring 5.4.1 Wiring for the signal head shall consist of connecting the terminal block in each signal section to the common terminal
block in each signal face to the terminal block in the signalhead terminal compartment. All such connecting wires shall be number twelve (12 ga.) stranded American Wire Gauge lAWGj.
All conductors running from any terminal points located in the pole or transformer base to the signal-head terminal shall likewise be number twelve (12 ga.) stranded AWG wire. The contractor
shall furnish the No. 12 gao stranded AWG wire for this task. 5.5 Terminals 5.5.1 Except for controllers. the ends of all stranded wires which are to be attached to terminal posts shall
be provided with solderless terminal lugs that meat the requirements of the National Electrical Electrical Code. Terminal lugs on solid wires are prohibited. 5.6 Splices 5.6.1 Splices
inside conduit runs and in loop detector T.H.W. wire are absolutely prohibited. Except for detector lead-in cables. all splices shall be made above ground. Splices in pull boxes are
prohibited unless specific written permission has been issued by the Owner. 5.6.2 Splicing methods shall be in accordance with good electrical practice and the cable manufacturer's recommendations.
All materials used shall be high quality and specifically intended for these purposes. The cables shall be trained to their final position and cut to proper lengths. The jacket and insulation
shall be removed as required. In doing this. use proper care to insure against nicking the conductors. The connector shall be installed tightly and all bUlTs. rough edges, etc. shall
be removed. If required in the plans or by the Owner, the connection also shall be soldered. Heat shall be applied by use of hot solder. Heating the connection with a direct flame flame
will not be permitted. Care shall be used to protect the insulation when soldering. The entire surface shall be cleaned taking special care in cleaning the outside jacket in order to
remove the wax finish. Before the first layer of tape' is wrapped, the entire area shall be coated with an electric grade rubber element. After this solvent has dried, the connection
shall be insulated with electrical grade rubber splicing compound tape to proper thickness. This tape requires a pressure and temperature in service to complete its vulcanizing process
and thus be stretched to 2/3 width when appliel:l. The completed splice shall ba covered with a half-lap layer of vinyl plastic electrical tape. This wrapping shall be smooth but the
tape shall not be stretched more than necessary. , 5.6.3 Splices in communications cables shall include the shield. Splices between cable pairs i,' shall be made with "Scotchlock" brand
solderless connectors designed for this specific application. The completed splice shall be insulated with a re-enterable plastic splice case. Splices at points other than those shown
on the plans may be made only with the written permission of the Owner. 􀁾􀀠, 11 -11 
5.6.4 The Owner shall select at random at Jeast 5 splices to be thoroughly inspected. The Contractor shall. in the presence of the Owner sectionalize the splice to expose the various
layers of materials and the connector. The splice shall be thoroughly checked for compliance to these special provisions. The splice shall then be remade by the Contractor. This work
shall not require extra payment. but is considered subsidiary to other items in the contract. All of the splices selected for this inspection shall conform to the requirements of these
special provisions. If any splices fail to meet these requirements, ten (10) more splices shall be selected at random by the Owner for inspection. 5.7 Enclosed Wiring 5.7.1 All cables
and signal conductor wire above the ground surface shall be enclosed in approved metal conduit up to but no closer than one foot of the lowest power conductor. Power-tap lines carried
down poles shall be, placed in metal conduit. 5.8 Identification of Signal Wires 5.8.1 IMSA color coded coded signal cable shall be used for all signal and interconnect systems. Colors
shall be continuous from the point of origin to the point of termination. Splices will be permitted only if same colors are spliced. 5.8.2 Communication and detector lead-in cables shall
be clearly identified by use of metal or plastic tags. For example: System Detector Eastbound Right Lane. 6.0 GROUNplNG 6.1 There shall be a properly installed and connected ground rod
for each controller cabinet and power drop to reduce any extraneous voltage to a safe level. The ground rod shall be located so as to minimize the length of the grounding-conductor run.
All grounding circuits shall be substantial and permanent and shall be electrically continuous with an ohmsto-ground resistance not to exceed 10 ohms when tested by volt-ohm-meter. 6.2
Groynding Connectgrs and Electrodes 6.2.1 The grounding conductor shall be a No.6 AWG standard copper wire. The conduptor shall be bonded to ground rods. Ground rod electrodes shall
be solid copper-bonded steel being at least 5/8 inch in diameter and shall be driven into the ground to a depth sufficient to provide the required resistance between electrodes and ground
(10 ohms). All ground rods shall be a minimum of six feet long. When the location precludes driving a single ground rod to a depth of six feet or when a multiple ground rod matrix is
used to 􀁯􀁢􀁾􀁡􀁪􀁮􀀠the required resistance to ground, ground rods shall be spaced at least six feat apart and bonded by a minimum No.6 AWG copperwire. Connections to underground metallic conduit shall be considered sufficient for grounding requirements. Connection of grounding circuits to grounding electrodes shall be by devices
which will ensure a positive, fail-safe grip between 􀁾􀀯􀀠the conductor and the electrode Isuch as lugs or pressure connectors). No splice joint will be permitted in the grounding conductor.
11 -12 
7.0 VEHICLE LOOP DETECTOR INSTALLATION 7.1 This section specifies the Contractor's responsibility for the loop and lead-in installation for vehicle loop detectors. It is required that
all work related to the installation , of a particular loop, with the exception of the layout task. shall be completed in the same work day. Loop installation work shall be performed
during off-peak traffic hours. Loop installation shall not be made during any type of precipitation or when pavement is wet from landscape irrigation systems. 7.2 The installation of
loop detectors shall occur as shown in the Plans. The lead-in saw cuts from the street to the pull box shall maintain a minimum separation from other loops of 6 inches. The saw cut depth.
as specified in the plans, shall be consistent, including the entry point into the curb. The maximum number of wires placed in a single saw slot shall be four (4' wires. All wires in
saw slots shall be a minimum of one inch (1") below the street level grade. The maximum number of wires placed in any lead-in saw cut from the street to curb side shall be two (2). 7.3
The Contractor shall furnish the sealing compound for the loop detectors at his expense. Samples of the sealant and methods for sealant installation shall be submitted to the Engineer
for his approval before any detector installation may begin. If a hot sealant is used, the temperature of the sealant shall be in a range that will not cause damage to the detector wires.
Loop sealant shall completely fill the saw cut, but shall not be more than three inches (3") in width on the street surface. The Contractor shall be required, at his expense. to remove
all excess sealant. otherwise the loop will not be considered as a completed item. 7.4 Detector lead-in cables shall be run continuously without splices from the curbside pull box to
the controller. where possible. If splices must be made. they shall be made in a signal base. Splices shall be solder connected (including the ground wire' and the splice connection
shall be insulated and waterproofed with scotchcoated materials. Splices at the curb side pullboxes shall also be made in the same manner (See Section 5.6 Splices). The Owner shall pre-approve
any splice in detector cables. 7.5 Each detector loop shall penetrate the curb in a separate conduit. 8.0 CONCRETE FOUNPATIONS FOR SIGNAL STRUCTURES 8.1 Concrete foundations for signal
structures shall be located so that the closest structure leg is a minimum of four (4) feet from the back of vertical curbs. The Contractor shall probe before excavating foundations
to determine the location of utilities and structures. Foundations shall be paid for once, regardless of extra work caused by obstructions. The Contractor shall fumish all supplementary
items necessary for its proper installation. 8.2 Excavation for all required foundations shall be done in accordance with lines and depths indicated on the plans. All loose material
shall be removed from the excavation before the concrete is placed. Any water shall be removed by pumping or bailing. The use of explosives will not be permitted. 11 -13 
8.3 Foundations shall be constructed to the dimensions shown on the plans or as directed by the Owner. The Contractor shall be required to insure that the top of the finished foundation
is exactly level and formed. Anchor bolts and conduits shall be held rigidly in place by template until the concrete is set. A mechanical vibrator shall be used for compacting and working
the concrete. After the concrete has been placed and the top struck off, it shall be covered with wet cotton or burlap mats, for not less than ninety-six hours. All bracing and templates
for anchor bolts shall remain in place for ninety-six (961 hours after the concrete is poured. During that time, the anchor bolts and conduit shall not be subjected to any applied strain.
The" Contractor shall furnish the Owner a level for the purpose of inspecting the foundation. Signal pole shall not be installed on any foundations until approval has been given by the
Owner. 8,4 Backfill shall be tamped with mechanical tamps in 6-inch layers to the density of the surrounding ground. Where excavation is made in the surfaced shoulder, the shoulder shall
be replaced with material equal to the original composition. 8.5 All excavated material not required for backfill shall be promptly removed and disposed of by the Contractor outside
the limits of the project. The work site shall be kept clean and neat at all times. 8.6 No concrete shall be placed when the atmospheric temperature is at or below 40 degrees F. (taken
in shede away from artificial heatl unless permission to do so is given by the Owner. 9.0 TRAFFIC SIGNAL POLE SYSTEMS A Traffic Signal Pole System shall consist of a pole with 4 anchor
bolts, a transformer base, and a mast arm for support of signs and traffic signals as detailed on the plans. 9.1 Materials: 9.1.1 Fabricator: Fabricator shall be Certified under Category
I, ·Conventional Steel Structures' as set forth by the American Institute of Steel Construction Quality Certification Program. Proof of this certification will be required with the bid
submittal to assure that the fabricator has the personnel, organization, experience, procedures, knowledge, equipment, capability and commitment to fabricate quality Ughting Pole structures.
9.1.2 Design: Pole shaft, base "plate, anchor bolts, mast arm, transformer base, and structural connecting hardware, shall be designed in accordance with the requirement!! of the 1985
AASHTO ·Standard Specifications for Structural Supports for Highway :Signs, luminaries and Traffic Signals·. Loading shall be based on an isotach wind velocity of 80 mph. Analysis shall
include varying wind directions 360 degrees around the I)"ole in increments of 5 degrees. Calculations and detail drawings shall be submitted for verification of compliance to these
specifications. " '/9.1.3 Tubular members: The tubular member's cross section shall be round and shall have a constant linear taper of 0.14 in/ft. It shall be fabricated from United
States produced coil or plate steel conforming to the requirements of ASTM A595 Grade A or ASTM A572'Grade 11 -14 
65. Tubular members 50-feet or less in length, shall be of the same thickness throughout the length of the entire member. 9.1.3.1 Mast Arms shall have a horizontal length as called for
on the plans. All mast arms that are 50-feet and less shall be manufactured and shipped in one piece with no circumferential splices. Each arm shall be provided with a zinc die cast
end cap secured in place with set screws and a through bolt. 9.1.3.2 Pole shafts: Each pole shaft shall be 19 feet in height and be provided with a pole cap secured in place with set
screws or other suitable fasteners. A'J-hook· wire support and grounding attachment shall also be provided in each pole shaft. 9.1.4 Base plate: The base plate shall be of steel meeting
or exceeding the requirements of ASTM A36 or ASTM A572 Grade 42. It shall be integrally welded to the pole shaft with either a telescopic welded joint or a full penetration butt weld
with a backup bar. 9.1.5 Transformer base: Transformer base shall have walls 0.25-inches thick constructed of coil steel, with top and bottom plates which are 1.75 inches thick constructed
of A36 grade steel. The bolt circle for attaching pole to transformer base shall be adjustable from 18" to 20', with a 10" center hole, and shall be 18" square at top. The bolt holes
shall be 1.63" x 2.63", and shall be slot shaped. There shall be a 7 gauge door in the side of the transformer base secured with two (2) -0.38" x 0.63" long hex head screws. The door
opening shall be 8" x 10.5" x 10.5" x 19.5". The bottom of the transformer base shall be 24" square, with four (4) -2.25" diameter holes, with a 24" diameter bolt circle, and an 18"
center hole. The overall height shall be 24". There shall be a 0.50' nut holder for grounding attached inside the transformer base. The finish shall be painted match pole finish, and
shall be coordinated with the pole manufacturer. 9.1.6 Anchor bolts: Anchor bolt 'material shall conform to the requirements of AASHTO M314 Grade 55. The bolts shall be galvanized to
ASTM A153 for a minimum minimum of 12" on the threaded end. Each anchor bolt shall be supplied with two hex nuts and two flat washers. The strength of the nuts shall equal or exceed
the proof load of the bolts. 9.1.7 Welding: Welding shall be in accordance with AWS (American Welding Society) Structural Welding Code 01.1 Sections 1 through 8 and shall be performed
by welders certified in accordance with the AWS Code. The Tube's longitudinal seam welds shall"be free of cracks and undercutting, performed with automatic processes, and visUally inspected
with questionable areas inspected by magnetic particle to AWS 01.1. 9.1.8 Packaging: All components shall have a protective wrapping on them during shipping. A wrapping of 3/16" U.V.
inhibited plastic baCked packing foam shall be applied prior to shipment on small poles. Larger poles shall be cradled in a 1" rubberized foam base. 9.1.9 Material certifications: All
materials and products shall be produced in the United States of America, They shall be of the ASTM type as called forth in in this specification. Mill certifications shall be supplied
for proof of compliance to this specification. 11 -15 
9.2 The Contractor shall provide a complete traffic signal structure location planJor schedule showing all pertinent details for each standard. This plan shall be approved by the Owner
before any structure is installed. 9.3 The Contractor shall examine foundations, which are to receive traffic signal standerds, to assure proper anchorage alignment. Report any discrepancies
to the Owner. 9.4 Signal poles shall be leveled and tightly secured to the foundation before the structure is placed on the base. If shims are required for leveling. total shim height
shall not exceed 1/2 inch. Foundation anchor bolts shall extend a minimum of three (3) threads through each nut in the base. 9.5 Except as modified herein. erection shall be in accordance
with the applicable Specifications and Standards of the AISC Manual of Steel Construction. Erecting equipment shall be suitable for the work and shall be in first class condition. Where
parts cannot be assembled or fitted properly as a result of errors in fabrication or deformation due to handling or transportation, such condition shall be reported immediately to the
Owner for approval of the method of correction obtained. The straightening of plates and angles or other shapes shall be approved methods. Bent or damaged heat-treated parts will be
rejected. Steel work shall be drained properly. Pockets in structures exposed to the weather shall be filled with an approved waterproof material. The erector will be responsible for
shrinkage and distortion of al/butt welds. Moment connections in the field on beams and girders shall have a minimum of 3/16 inch root opening for all flange preparations prior to welding.
Loose joints shall be corrected by cutting with a hand guided torch if necessary. 9.6 The steel structure frame shall be carried up true as shown and all match marking shall be followed.
Temporary bracing shall be used wherever necessary to support all loads to which the structure may be subjected. including equipment, operation, and material loading. Such bracing shall
be left in place as long as may be required for safety. The various members, after being assembled, shall be aligned and adjusted accurately before being fastened. Fastening of splices
on compression members shall be done efter the ebutting surfaces have been brought completely into contact. No welding or bolting shall be done until as much of the structure as will
be stiffened thereby has been aligned properly. 9.7 Bearing surfaces and surfaces which will be in permanent shall be cleaned before the members ere assembled. Bearing plates shall be
set in exact position and shall have a !ull and even bearing upon the concrete. As erection progresses, the work shall be bolted to take care of all deed load, wind and erection stresses.
Splices will be permitted only where indicated. All erection bolts used in welded construction may be tightened securely and left in place. If removed, the holes shall be fillad with
plug welds. 9.8 Field bolting shall be in accordance with the requirements specified for shop fabrication. Unfair holes shall be corrected by reaming. Where the surface of a bolted part
has a slope of more than 1 :20 a bevelad washer shall be used to compensate for the lack of parallelil,lm. Bolt heads and nuts shall be drawn tight against the work with a suitable wrench
not less 􀁾􀀮􀀧􀀠than 15 inches long. Bolt heads shall be tapped with a hammer while the nut is being tightened. 11 -16 
9.9 Field welding shall be as specified for shop fabrication of welded construction. Any shop paint on surfaces adjacent to joints to be field welded shall be wire brushed to reduce
the paint film to a minimum. 9.10 Two sets of shop drawings containing all of the traffic signal pole system components shall be submitted to the Owner prior to construction for approval.
These drawings must be sealed by a registered Texas Professional Engineer. 10.0 INSTALlATION OF SIGNAL HEADS 10.1 The Contractor shall be required to assemble all signal head units as
specified in the plans or as directed by the Engineer. The Contractor shall mount the signal heads within standards level and plumb. The Contractor shall position and secure the signal
heads so they are visible at a minimum of 200 feet from the stop bar. 10.2 All signal heads or parts of heads not in operation shall be covered with burlap until placed into operation.
When the signal heads become operational, all existing heads no longer required shall be removed immediately. 10.3 All mast arm heads installed shall require ASTRO-BRAC mounting. The
Contractor shall be required to drill the mast arm at the point where the' wire enters the mast arm. No Alternate signal head mounting hardware will be acceptable by the Owner. 10.4
All pipework in each signal head assembly shall be completely tight. Signal and pedestrian heads shall be securely tightened immediately after signal head assembly has been installed.
If any signal head assembly is found to be loose or asymmetrical in any manner, the Contractor shall be required to remove and rebuild the signal head assembly to the satisfaction of
the Engineer. 10.5 All signal cables from the heads to the pole base shall be totally enclosed within the signal mounting hardware. , '.0 INSTALLATION OF GRAPHICS/SIGNS , , . , Perform
all work required to complete the identifying graphics/signs indicated by. the plan details and furnish all supplementary items necessary for their proper installations;:: , 1.2 Installation:
The Contractor shall clean all surfaces to which graphics 􀁡􀁲􀁾􀀠to 'be applied according to manufacturer's written instructions. Level grid lines of tape shall be incorporated for
graphic application. All copy shall be set in normal letter spacing and standard inter-work spacing shall be made as required by the Owner. . 12.0 PAINT ANP PAINTING 12.1 Work Included
11 -17 
The work includes, but is not necessarily limited to, furnishing of materials and equipment and completion of painting and painters finish on exposed surfaces as required, including
exterior steel. 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 the attantion of the Owner's representative in writing. 12.2 Work Not Included As directed by the specifications. 12.3 Product Deliverv Storage
and Handling Deliver materials in sealed containers with manufacturers labels intact. Store materials in protected area at temperatures between 500F or above 110'F. 12.4 Job Conditions
Apply coatings only under the following prevailing conditions. 12.4.1 Air and surface temperatures are not below 50' F or above 1200 F•• unless noted otherwise on the product data sheets
and labels. 12.4.2 Relative humidity is not above 85 percent and the surface temperature is at least 5· F above dew point. Protect all surfaces not to be coated. 12.5 Project Conditions
Environmental Requirements: Comply with current Texas Air Quality regulations as to conditions under which coatings and coating systems can be stored and applied. Complete containment
of all paint removed that contains leed is mandatory. 12.6 Quality Assurance Mock-ups (If applicable) shall serve to determine the standard of acceptance for the finished installed product.
" Mock-up will serve as compatibility test between existing and new system. 12.7 Approved Matedals Two paint processes have been approved for this project. The first is an epoxy/anamel
paint </process. The sacond is a powder applied process. The materials for both are shown below: 12.7.1 Epoxy /Enamel Painting 11 -18 
12.7.1.1 Rust inhibitive Polyamide Epoxy-Series 65-1255 Poxiprime 12.7.1.2 Acrylic Polyurethane Enamel-Series 75 Endura-Shield Tnemec Company, Inc., Kansas City, MO. 18161483-3400 has
been approved by the Owner for this type painting. 12.7.2 Powder Painting 12.7.2.1 Exterior Coating -All exterior surfacas shall be coated with a Urethane or Triglycidyl Isocyanurate
ITGICI Polyester Powder to a minimum dry film thickness of 2.0 mils. The coating is electrostatically applied and cured in a gas fired convection oven by heating the steel substrate
to a minimum of 350 degrees Fahrenheit and a maximum of 400 degrees Fahrenheit. The exterior color shal! be Dark Bronze. 12.7.2.2 Interior Coating -A minimum of 2-feet at the base end
of the pole shaft shall be coated with a minimum of 2 mils of a Gray Zinc Rich Epoxy Powder cured in a gas fired convection oven by heating the steel substrate to a minimum of 350 degrees
Fahrenheit and a maximum of 400 degrees Fahrenheit. 12.7.2.3 Equivalent materials of other manufacturers may be substituted only by approval of the Owner. 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 sued 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 that the substitute productlsl equal or exceed the performance of the specified products shall be submitted. ]2,8 Colors 12.8. ]
Primer lit Spot Primer: 1255 Beige, or approved equal. 12.8.2 Finish: BM07 No. 313 Ok. Bronze. or approved equal. 12.9 Material Preparation Mix and thin materials according to manufacturers
printed instructions. Do not mix materials beyond manufacturers pot life. 12.10 Prework Inspectign 12.10.1 Examine surfaces to be coated and report any conditions that would adversely
affect appearance or performance of the coating systems and which cannot be put i·nto acceptable condition by the preparatory work specified in Paragraph 3.02. . 12.10.2 Do not proceed
with surface preparation and application until the surface acceptable or authorization to proceed is given by the Owner's representative. 11 -19 
J2,11 Surface Preparatign 12.11.1 General -Remove all surface contamination. Surface must be clean and dry. 12.11.2 Exterior ferrous metal: The exterior steel surfaca is blast cleaned
to Steel Painting Council Surface Preparation Specification No. 6ISSPC·SP6) requirements. The inside steel surface shall be cleaned to SSPC·CP3 requirements a minimum of 2-feet at the
base end of the pole. 12,12 Application 12.12.1 Apply materials at specified film thicknesses by method recommended by manufacturer. 12.12.2 Allow each coat to dry thoroughly before
raerating. Follow manufacturer's recommended redcpat time. 12.12.3 Cut edges clean and sharp where work joins other materials or colors. 12.12.4 Make finish coats smooth, uniform in
color, and free of brush marks, laps, runs, dry overspray and skipped or missed areas. 12,13 Inspection Request acceptance of each coat before applying succeeding coats. Touch·up and
repair all work that is not acceptable to the Owner's representative and request final acceptance. 12.14 Cleaning Remove paint spatters from glass, plumbing fixtures, and adjoining surfaces.
Repair any damage to coatings or surfaces caused by cleaning operations. Remove debris from jobsite and leave storage areas clean. 12.15 painting Schedyle '.Prepare coatings and finish
all surfaces specified and agreed upon. EXTERIOR Ferrous Metal: Spot Primer: Tnemec Series 65-1212 Poxiprime 2.0-􀁾􀀮􀁏􀀠mils Primer: Tnemec Series 65-1212 Poxiprime' 2.0-3.0 mils Finish:
Tnemec Series 75 Endura-Shield 3.0-5.0 mils Total Thickness == 5.0-8.0 mils 13,0 LANPSCAplNG, SPRINKLER SYSTEMS. ANP OTHER PRIVATE PROPEBTYtpUBLIC PROPERTY 11 -20 
13.1 The Contractor shall assume full responsibility for the preservation of the existing landscaping (sod, trees, bushes, other ground cover), sprinkler systems, and other private property
at the site during the installation of items in this Contract Document. Damaged landscaping, sprinkler systems and other private property shall be replaced by the Contractor at his own
expense, to the satisfaction of the Owner. The sprinkler system is owned by the Addison Place Homeowners Association, which contracts out maintenance of the sprinkler system. The sprinkler
system will be field located prior to construction. 13.2 The Contractor shall replace all landscaping with same kind and size as originally planted unless otherwise noted, at no cost
to Owner. No shrubs shall be replaced along the relocated brick wall. Trees should be replaced at start of next planting or digging season. In such cases, remove dead trees immediately.
Protect irrigation system and other piping conduit or other work during replacement. Repair any damage immediately. ] 3.3 Lawns and Grasses Grass shall be replaced and/or added at locations
that previously contained grass or within the right-of-way where sidewalks and shrubs are not present. 13.3.1 General 13.3.1.1 Description: provide topsoil, fine grading, fertilizer,
sodding and hydromulching of either Bermuda grass or Ryegrass followed by a subsequent Bermuda application. Grass varieties are to be preapproved by Owner. 13.3.1.2 Product Delivery,
Storage and Handling: Deliver fertilizer, as specified, to site in original, sealed containers bearing manufacturer's guaranteed statement of analysis. Store fertilizer in weatherproof
location. 13.3.1.3 Quality Assurance: 13.3.1.3.1 Water: Water will be available on site. Provide necessary hoses and other watering equipment required to complete work. 13.3.1.3.2 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. . 1. 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 2 1/2 inches. 3. Weeding: Remove weeds and foreign grass over plant areas at least once a we'ilk. </Herbicides may be used only when approved
by Architect/Owner. 11 -21 
4. 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 of the Architect/Owner the soil is compacted,
rotor till to a depth of 4 inches. 5. Acceptance: The work will be accepted when a completed, undamaged stand of grass is achieved as approved by Owner. 6. Seeding Schedules: Bermuda
grass, complete between May 1 and September 15. 7. 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. 13.3.2 Materials 13.3.2.1 Grasses: 13.3.2.1.1 Seed: Bermuda grass (Cynodon Dactylon): Extra
fancy, hulled and treated lawn type seed with purity of 95% or better and germination of 85% or better and per requirements of Texas Seed Law. Weed content less than 112%. No noxious
weeds. 13.3.2.1.2 Sod: Kentucky (KY·31) Fescue and Common Bermuda Grass (Cynodon dactylon). Free of of foreign weeds and grasses. Cut sod with a full 3/4 inch heavy clav soil covering
roots. Do not cut sod more than 48 hours prior to planting. 13.3.2.2 Fertilizer: 13.3.2.2.1 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: 1()"1()"10 or similar analysis with minimum 8% sulphur and 4% iron, plus micronutrients.
2. Second Application: 2()"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 witli green color additive. 4. Tackifier: Natural, non-asphaltic vegetable gum with gelling and hardening agef'\ts.
5. Sharp Sand: Clean. washed sand (fine aggregate) -ASTM C-33. 13.3.3 Execution 11 -22 
13.3.3.1 Preparation: Grading: Verify that lawn areas have been graded as provided in Earthwork. 13.3.3.2 Final Grading/Seed Bed Preparations: 13.3.3.2.1 Loosen areas to be grassed and
fine rake to break up lumps and produce a smooth, even grade, free from unsightly variations, ridges or depressions. 13.3.3.2.2 Remove and dispose of stones one (11 inch or larger, sticks,
roots, other debris and grass stubble exposed during this operation. 1.3.3.3.2.3 Do not vary final grades more than 0.1 foot from finish elevations. 1.3.3.3.2.4 Receive approval of fine
grading from Owner prior to grass planting. 13.3.3.3 Fertilizing: 13.3.3.3.1 First Application: Distribute 10·10·10 fertilizer uniformly at rate of 15 pounds per 1.000 square feet after
initial germination. 13.3.3.3.2 Second Application: Repeat fertilization with 20.5·10 commercial fertilizer after first two cuttings at rate of 15 pounds per 1,000 square feet. 13.3.3.3.3
Water: Immediately water in fertilizer after each application. 13.3.3.4 Grass Planting: 13.3.3.4.1 Sodding: After final grading, place sod so edges are touching. Lay across any changes
in elevation. Ughtly top dress with sharp sand to fill voids and grade smooth. Roll to eliminate undulations. 13.3.3.4.2 Hydromulching: 1. At time of seeding, soil to be moist but not
muddy and wind velocity shall not exceed 10 miles per hour. Add water if required to moisten soit. 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.
13.3.3.5 Performance: 13.3.3.5.1 Establish a dense lawn of permanent grasses, free from lumps and depressions. 13.3.3.5.2 Reshoot any area failing to show uniform cover. Such replacement
shall continue until a dense lawn is established. Scattered bare spots will not be alloweQ. 11 ·23 
" 13.3.3.5.3 Mow and edge lawn a minimum of three times, each time after lawn has reached a height of 2112·3 inches. Mow to a height of 2 inches. 13.3.3.6 Grade Maintenance and Erosion
Damage: 13.3.3.6.1 Maintain original grades of lawn areas after commencement of planting and during maintenance period. 13.3.3.6.2 Provide surface repair to ruts, ridges, tracks. Replant
areas required for final acceptance. 13.3.3.7 Acceptance: The work will be accepted when a completed, undamaged stand of grass is achieved, as approved by Architect/Owner. 13.3.3.8 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. 13.4 Warranty landscaping 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 the Owner. Replace plants, including trees, which in opinion of Owner have partially died thereby damaging shape, size, or symmetry.
Warranty excludes replacement of plants after final acceptance because of injury by storm, drought, drowning, hail, freeze, insects or diseases. At end of warranty period, staking and
guying materials shall be removed from the site by the Contractor at no additional costs. 14,0 REMOVAL AND REPLACEMENT OF CURBS AND WALKS 14.1 The Contractor shall secure permission
from the proper authority and the approval of the Owner before cutting into or removing any walks or curbs which might be required in making the installation. 14.2 After the work is
completed, the Contractor shall restore any curbs or walks which have been removed to the equivalent of, or better than, their original condition and to the satisfaction of the Owner.
. 15.0 SAMPLING AND TESTING 15.1 Initial testing of all materials, construction items, or products incorporated in th8 work will be performed at the direction and expense of the authority
including initial compaction and density tests deemed necessary in connection with the construction of embanlUnent, backfill of structures, excavation. 15.2 In the event a material,
construction item, product incorporated in the wC¥k. embankment, backfill, excavation or any other item tested fails to satisfy the minimUm requirements of the initial test described
above, appropriate prove-out tests shall be made as directed by the Owner to determine the extent of the failure and to verify that the corrective measures have brought the item up to
specification requirements. The 􀁣􀁯􀁳􀁾􀀠of all 11 ·24 i 
testing necessary to determine the extent of the failure and the adequacy of the corrective measures shall be the responsibility of the Contractor. 15.3 The failure of the proper authority
to make any test of materials shall in no way relieve the Contractor of his responsibility of furnishing materials conforming to the specifications. 15.4 Tests. unless otherwise specified.
shall be made in accordance with the latest methods of the American Society for Testing and Materials. The Contractor shall provide such facilities. as the Owner may require. for the
collecting and forwarding of samples and shall not use the materials represented by the samples until tests have been made. The Contractor shall furnish adequate samples without charge.
15.5 Concrete 15.5.1 All concrete materials. reinforcing steel. and preparation shall be in accordance with the requirements of the Standard Specifications for Public Works Construction,
North Central Texas. 15,6 Vehicle Looo petectgrs 15.6.1 Prior to termination of the shielded, twisted pair loop lead-in cables at the controller cabinet, insulation tests shall be made
with an insulation test set applying not less than 500 volts D.C. to the completed loop detector. A minimum resistance of 1 megohm shall be obtained. 15.6.2 After the above insulation
tests are completed and the lead-in cable has been terminated in the cabinet, the Contractor shall assist the Owner in determining the loop inductance of each loop detector installation.
The Contractor shall furnish a loop detector analyzer which shall determine the total inductance of the loop in the pavement and the associated lead-in cable and shall also be used in
determining the percentage shift in loop inductance for various size vehicles that may be actuating the detector. 15,7 Signal Cables 15.7.1 All cables shall be checked for insulation
resistance upon installation and prior<'to termination. The tests shall be made with a test set operating at a minimum of 500 volts D.C. applied to the conductors. 15.7.2 Each conductor
in in the multiconductor signal cables shall be tested for insulation resistance relative to each other and to the outer covering of the cable. The following minimum acceptance values
for insulation resistance shall be obtained: No.8 AWG, Type THW 592 Megohms/l000 Ft. No. 12 AWG. Type THW 668 Megohms/1000 Ft. 12, No. 12 AWG Conductors 1018 Megohms/l000 Ft. 15, No.
12 AWG Conductors 1018 Megohms/l000 Ft. 11 -25 
20, No. 12 AWG Conductors 1141 Megohms/1 000 Ft. 25, No. 12 AWG Conductors 1141 Mehohms/1ooo Ft. 16,0 PAVEMENT MARKINGS 16.1 Sybmittals: The Contractor shall submit certifications and
obtain approval from the Ownar of all pavement marking materials to be used on this project. 16,2 product Delivery, Storage. and Handling; Deliver materials in factory-sealed contail'!ers
plainly marked with the following items: manufacturer's name and address, location of plant, material, color of material, amount of . contents. and date of manufacturer and lot number.
16.3 Environmental RegYirements: 16.3.1 Surface Preparation: Prior to application, clean pavement surface by brushing or sweeping to remove foreign matters, including dirt and other
harmful materials. 16.3.2 Extruded thermoplastic compound: 16.3.2.1 Apply by extrusion of 400 deg. F minimum when air temperature is more than 35 deg. F and pavement temperature is above
45 deg. F or in accordance with manufacturer's recommendations .. 16.3.2.2 If pavement is wet. delay application until the pavement has been exposed to at least two hours of direct sunlight
after surface appears dry. 16.3.3 Reflective ceramic channel markers: 16.3.3.1 Apply on dry pavement when ambient temperature and temperature of pavement surface is above 60 deg. F •
.,, 16.3.3.2 If pavement is wet. delay application until the pavement has been exposed to.at least two hours of direct sunlight after surface appears dry. 16.4 Extryded Thermoplastic
Comooynd: 16.4.1 Properties 16.4.1.1 Water absorption: 0.5 percent maximum by weight or retained water when tested ", in accordance with ASTM 0570. 16.4.1.2 Softening point: 90C minimum
when tested in accordance with ASTM 1;•• 11 ·26 
16.4.1.3 Specific gravity: From 1.80 to 2.50 at 25C when tested in accordance with ASTM 0792. 16.4.1.4 Low temperature stress resistance: No cracking or flaking, after 24 hours at 20
deg. C, when applied to asphalt surface. 16.4.1.5 Resistance to impact: Not less than 10 inches per pound at 77 deg. F using a 25 inch per pound scale, when tested in accordance with
ASTM 0256, Method A. 16.4.1.6 Bond strength: 150 psi minimum when tested in accordance with ASTM C321. 16.4.1.7 Drying time: Not exceeding straight line graphic established between two
points representing two minutes at 50 deg. F and fifteen minutes at 90 deg. F respectively, when both ambient air temperatures are measured at maximum relative humidity of 70 percent.
16.4.1.8 Indentation Resistance Procedure: Temperature of Durometer Compound RaadiM 115 deg. F 65 77 deg. F 95 40 deg. F 95 16.4.2 Thermoplastic Compounds 16.4.2.1 Mixture of thermoplastic
resins and other substances compounded for use in traffic markings which, when extruded hot in place and cooled to ambient temperature, will produce stark white or yellow reflective
marking stripe. 16.4.2.2 Pigmented binder well dispersed and free from skins, dirt, foreign objects, or ingredients that will cause bleeding. staining. or discoloration and consisting
of mixture of non-drying synthatic resins et least one of which is solid at room temperature. 16.4.2.3 Total binder content of thermoplastic compound: 15 percent minimum, 35 perc,nt
maximum by weight. 16.4.2.4 Filler incorporated with resins or binder: White calcium carbonate with compressive strength of 5,000 psi. 16.4.2.5 Permanently white or yellow, without blemish
or discoloration, with straight, clean cut, sharply defined, parallel edges, and of uniform cross section. . 16.4.2.6 Shaped to minimize tire impact and adhere permanently to road. 16.4.2.7
Set to solid, non-tacky, non-slippery line of sufficient elasticity to resist cracking and chipping caused by weather and tamperature Changes, traffic action, as ;weJl as pavement crawl,
and lift in freezing weather. 11 -27 
16.4.2.8 After curing, does not react with nor deteriorate in contact with snow removal chemicals, oil and other substances common to roadway surfaces. 16.4.2.9 Chemically stable and
emitting no dangerous fumes. 16.4.2.10 Especially compounded for traffic markings, with no change in color and brightness characteristics after prolonged exposure to sunlight. 16.4.2.11
No breakdown or deterioration when held at plastic temperature for extended periods of time nor when repeatedly reheated to plastic temperature. 16.4.2.12 No change in temperature versus
viscosity characteristics through repeated reheatings and from batch to batch. 16.4.3 White thermoplastic compound: 16.4.3.1 Pure white, free from dirt or tint after drying. 16.4.3.2
Maximum allowable compound deviations from magnesium oxide standard when tested by standard color difference meter, Gardner Color Difference Meter, Gardner Laboratories, Inc .• Bethesda,
Maryland or equal, with the following minimum requirements: Magnesium Oxide .&alit D,fjphion Standardized SamPle Rd Reflectance 10070 minimum a Redness-0-& to +5 b Yellowness-0-10 to
+10 Blueness 16.4.3.3 The white compound pigment containing not less than six percent titanium dioxide (TJ02). 16.4.4 Yellow thermoplastic compound: After drying, yellow, FED STD 595.
Color 33538. tested in accordance with Federal Test Method Standard 141, Method 4252. 16.4.5 Binder Sealer: Epoxy sealer, in accordance with manufacturer's recommendations. 16.5 Reflective
Ceramic Channel Markers 16.5.1 Markers shall consist of a ceramic round base with a flat area on top (centered) and one acrylic rod lens reflector inserted in a protective ramp and adhered
to a recess in the 􀁾􀀮􀀼􀀠base. The marker shall provide brilliant wet and dry reflex-reflection when installed on roadway surfaces. 11 ·28 
16.5.2 Roadmarker Materials: 16.5.2.1 Ceramic base shall be smooth self-cleaning vitrified ceramic with a White or colored semi-opaque glaze {fired at 2500°Fl. Ceramic base shall have
an unglazed bottom surface. 16.5.2.2 Reflective lens shall be an acrylic rod reflector, 1-3/4ft in length. 16.5.3 Ceramic base-round shape 4". 1/8 x 3/4" high (approx.) 16.5.4 Ceramic
base shall be white, yellow, or blue. Reflective lens shall be white, amber, or blue as appropriate. 16.5.5 Strength Requirements: A random sample of 5 buttons shall be subjected to
the compressive load test. The average compressive strength of the 5 buttons shall not be less than 1500 pounds and no individual buttons shall have compressive strength less than 1200
pounds. The button shall be placed base down, over the opan end of a vertically positioned hollow metal cylinder. The cylinder shall be one inch high, with an internal diameter of 3"
and wall thickness of 1/4". A load necessary to break the bottom shall be applied at a speed of 0.2" per per minute to the top of the button through a one-inch diameter solid metal cylinder
centered on flat area on the top of the buttons. Should any of the samples tested for strength fail to comply with the specification, 10 additional samples will be tested. The failure
of anyone of these samples shall be cause for rejection of the entire lot of shipment represented by the samples. 17.0 PUll BOXES 17.1 The pull box cover shall be constructad of galvanized
steel and its top surface shall have a minimum co-efficient of friction of 0.5. 17.2 The logo 'TRAFFIC SIGNALS" shall be imprinted as an integral part of all pull box covers. 17.3 All
pull box covers shall be furnished with a brass locking mechanism to prevent access to the pull box without the use of tools. 17.4 All pull boxes shall ba of a stackable design so that
they can be joined together to achieve an extra-height box. 17.5 Pull box enclosures shall be constructed of concrete, and when covered, shall meet AASHTO standard specifications for
H20 loading ((32,000 pound, single axle load over a 10" x 10' arel. Enclosures and covers shall be rated for a minimum of 15,000 Ibs over,a 10' x 10· area. 17.6 All pull box components
shall be deSigned and tested to withstand temperatures as low as -20 degrees F. 11 -29 
17.7 Pull boxes designated as Type A on the plans shall be approximately 13"W x 19.5"L x 12"0. Pull boxes designated as Type C on the plans shall be approximately 15"W x 25"L x 12"0.
17.8 A one foot concrete apron shall be provided for all pull boxes not located in a sidewalk area as specified in the plans. 17.9 An 18 inch (minimum) thick base of 1/2" clean crushed
rock shall be placed under each pull box installation. 17.10 A 1/2" diameter by eight foot cooper clad ground rod shall be placed in each pull box. 18.0 WARRANTIES/GUARANTEES 18.1 The
Contractor guarantees all work performed and materials furnishad under this project for a period of twelve (12) months following the date of acceptance. In addition, he shall furnish
any normal manufacturer warranties with effective beginning dates the same as the date of final project acceptance. 19.0 TRAFFIC SIGNAL MAINTENANCE pURING CONSTRUCTION 19.1 While performing
work under this contract. Contractor bears the sole rise of loss for damage to or destruction of any traffic signal equipment. appurtenances, or;l operations that were not to be replaced
or installed under this contract but which are damaged or destroyed through the fault or negligent act of Contractor, and Contractor shall replace such damaged or destroyed equipment.
etc., at no cost to the authority, regardless of whether or not the damaged or destroyed equipment. etc .• was a part of this contract or any warranties under this contract. Upon written
acceptance by the authority of a particular intersection of work. Contractor's responsibility for the intersection under this paragraph shall cease. 19.2 The Contractor shall provide.
at his expense, temporary signal cable systems end signals mounted on the span wires. mast arms, portable bases. or other locations as necessary during the projact to insure that signal
head displays are always in operation. '"AII such temporary Signals shall be finished in appearance. meet the requirements of the Texas Manual on Uniform Traffic Control Devices (TMUTCD).
and be approved by the Owner.· 19.3 The Contractor's responsibility for full operation and maintenance of all traffic Signal equipment shall begin when he starts any type of work which
affects active intersection control at the first intersection and shall extend through the period of projee<t final acceptance of each intersection. This maintenance responsibility ,includes
existing controllers/masters. existing interconnect and cabling system existing signal hardware installed. new cabling controllers/masters, new signal hardware installed. new cabling
system. and other hardware elements which are considered part of either the existing or new traffic signal system. 11 ·30 
19.4 The Contractor shall utilize qualified personnel to respond to all trouble calls and to repair any malfunctions. A local telephone number (not subject to frequent changes I where
trouble calls are to be received on a 24-hour basis shall be provided to the Owner by the Contractor. The Contractor's response to reported trouble calls shall be within a reasonable
travel time from an Addison address, but not more than two 121 hours maximum. Appropriate repairs shall be made within 12 hours. 19.5 It is recognized that the Owner may continue to
make a first response to any trouble call. Action on such response will, however, be limited to placing the intersection on flash, replaCing load switches or detector amplifiers, erecting
temporary control devices, requesting immediate traffic control by uniformed police officer, or other such action deemed necessary to provide a safe operation. Such action will in no
way relieve the Contractor of his operation and maintenance responsibility. 19.6 The contractor shall be required to provide adequate police traffic control assistance for planned controller
change-outs or any other operational procedures, when requested by the Engineer. Police assistance shall be arranged by the Contractor directly, at least twentyfour (24) hours in advance.
If the Engineer discovers that the Contractor has failed to provide adequate police assistance, the Engineer may order additional assistance. Police traffic control assistance, for any
purpose, shall be the financial responsibility of the Contractor, regardless of who obtains the assistance. 20,0 BARRICADES 20,1 The contractor shall comply with all the requirements
of the TMUTCD, 20.2 The contractor shall have the responsibility to provide and maintain all warning devices and take all precautionary measures by law to protect persons and property
while said persons on property are approaching, leaving, or within the work site of any area adjacent to said work site. No separate compensation will be paid to the Contractor for the
installation or maintenance of any .warning devices, barricades, lights, signs, or any other precautionary measure required by law for the protection of persons or property, including
off duty police officers. 20.3 The Contractor shall assume all duties owad by the authority to the general public in connection with the general public's immediate approach to and travel
through the work ',ite and the area adjacent to said work site. . 20.4 Where the work is carried on, in, or adjacent to, any street, alley, sidewalk; public right-of-way or public place,
the Contractor shall at his own cost and expense, provide flagmen and watchmen and shall furnish, erect, and maintein such warning devices, barricades, lights, signs, and other precautionary
measures which shall not cease until the project has been accepted by the governing Authority. . 21.0 AS-BUILT DRAWINGS 21.1 The Owner shall furnish two 121 sets of construction Drawings
to the Contractor at the time construction is commenced. These prints shall be marked-up by the Contractor 11 -31 
throughout the construction period, indicating all changes, revisions, and additions to the work, including field relocations of work concealed from view and conductor cable lengths.
Upon completion of the work at each intersection, the Contractor shall deliver the As-Built drawings to the Owner within ten (10) working days after the turn-on/cut-over date. 22.0 MEASUREMENT
AND PAYMENT 22.1 The traffic signal installation as indicated on the Plans and as described herein, when installed, will be measured as a completed installation and payment will be made
at the contract unit bid price for "Traffic Signalls)", which price shall be full compensation for furnishing, placing. and testing all materials and equipment and for all tools, labor,
equipment, and incidentals necessary to complete the work. Portions of the work that have not been approved by Engineer will not be considered complete, and payment shall be withheld
until the Contractor has corrected the work to the satisfaction of the Engineer. 23,0 EXPERIENCE AND QUALIFICATIONS 23.1 The low bidder shall be required to furnish the Engineer a written
assessment of previous experience in the installation of traffic signal systems. The response shall include the name and population of the city or area served, Contract name and/or number,
date of installed, date of Contract completion, Contract delays and discrepancies, liquidated damages and the name, address, and phone number of a specific individual representing the
client who is in a position to verify such experience. The response shall be delivered to the Engineer within ten (1 0) working days after bid opening, 23.2 The Bidder shall also furnish
information as required above for each major subcontractor /i.e., manufacturer or fabrication of traffic signal structures) that could be active in the project. 24.0 MISCELLANEOUS NOTES
24.1 The locations of driveways, sidewalks, drain gutters, etc., as shown on these plans are approximate. Accurate locations shall be determined by the Contractor at the timit of construction.
24.2 The locations of traffic signal foundations, bases, conduit detectors, etc., shown on the plans are approximate. The Contractor shall give the governing traffic authority 46 hours
notice of his intention to establish the final location of any foundations, bases, conduit, detectors, etc., and have the locations approved on the ground by the Owner or his duly authorized
representative. 24.3 No trees shall be cut except upon the specific authority of the Engineer. 11 -32 
24.4 Where possible, dig under sidewalks. If the Contractor chooses to remove or cut the sidewalk, the concrete must be sewed and broken out and then restored to an equal or better condition
than the original. 24.5 Removal of mail boxes in the way of construction requires 48 hours advance notice to the Post Office. 24.6 Pipelines, storm sewers, power cables, structures,
and other underground items, both publicly and privately owned, exist adja'cent to the construction limits of this project. The Contractor shall make his own investigation as to the
location of these underground items and shall hold the authority exempt from any suits or claims resulting from damage by the Contractor's operations to any underground installation.
The Contractor shall comply with all utility clearances. 24.7 All conduit runs shall be continuous of the same material (metal only or PVC only). Where tying into existing conduit, the
Contractor must continue with the same material (metal to metal or PVC to PVC). 24.8 On all interconnect conduit runs, the Contractor shall install pull boxes at intervals of 250 feet
to prevent damage or breakage to the cable being installed. Any increase or decrease in distance between pull boxes, unless shown on the plans, must be approved by the Owner or his duly
authorized representative. 25,0 ACCEPTANCE NOTES 25.1 Prior to final acceptance by the Town of Addison: 1. A Texas Registered Professional Engineer shall certify that the project was
constructed in accordance with the plans and specifications approved by the Town of Addison. 2. The owner shall provide 1 reproducible set of as-builts (sealed and certified by a Texas
Registered Engineer) and 2 blue line sets. . . 25.2 Prior to starting construction, the Contractor shall contact the utility companies to locate existing facilities. These inClude but
may not be limited to the 􀁦􀁯􀁬􀁬􀁯􀁷􀁩􀁮􀁧􀁾􀀮􀀠! 1. Town of Addison 2. Lone Star Gas 3. Southwestern Bell 4. Storer Cable 5. Planned Cable Systems 6. TU Electric 25.3 Prior to beginning
construction, the owner or his authorized representative shall convene a pre-construction conference. Between the Town of Addison, Consulting Engineer, Contractors, Utility Companies
and any other affected parties, notify Bruce Ellis 450-2847 11 -33 
at least 48 hours prior to the time of conference and 48 hours prior to beginning of construction. 25.4 Any existing pavement, curbs, and/or sidewalks damaged or removed will be repaired
by the Contractor at their expense; 25.5 At intersections that have valley drainage, the crown of the intersecting streets will culminate in a distance of 40 feet from the intersecting
curb line unless otherwise noted. 25.6 The Contractor shall obtain a right-of-way permit by the Town of Addison for working within the public right-ot-way. 25.7 During construction,
the owner shall provide a qualified Geotechnical Lab to perform materials testing during the construction, at the request of the Town of Addison. 25.8 The Contractor shall submit material
sheets to the Town of Addison for approval prior . to incorporating materials into the job. 23.9 The Contractor shall provide integration of the new controller data base and intersection/sub-system
graphics into the Town of Addison's on Street Master Signal System. 11 -34 
• SUPPLEMENTAL LANDSCAPE AND 1RRI00nON SPECIPICAnONS 
DEMOLITION Gcpcral 1. Description: Provide demolition. salvage and protection of existinll structures and trees as shown on Drawings or specified. 2. Related work specified eisewbere:
A. Tree Protection B. Earthwork 3. Nod.fkation 01 Owaen 01 Utility Lilies and Eqalpmeat: Notify any corporation. company, individual or local authority oWDiDs 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 govemin& authorities. This is to
include existing Uri,adon lines and reWed wiriq. 4. ProtcedODl: Protect existing surfaces of buildiq equipment or other materials scheduled to remain. Protect trees and other vqewion.
5. EUmilladoD of SIte: Before submitting proposal. visit and "ami"" site to ascerrain acrual nature and scope of demolition and salvaae work. Claims for extra compensation on account
ofadditionailabor. materials or equipmem required for difficulties encountered in demolition and salvajle salvajle work will not be rec:olV'ized• EICC!ytjPD 1. Demolidoa OperadoM: A.
Prior to demolitioa operations. disconDect and cap off Uriptio.Q and utility service· lines DOt required for new CODStNCtion in IICCOrdaace with requimrilmtS of ,overniq aUIborities,
applic:able ordiDm'CS and rqulaIions. If Owner deems : necessary. bill and burlap predetermined plant material and relocate to 􀁏􀁷􀁮􀁾􀁲􀀮􀂷􀀠􀁾􀁷􀁤􀁾􀁟􀀠 . B. Erect necessary barricades
and protective measures as required. verify tIw tree Plotectioa devices are in p1lce. C. Execute demolition of surfaces in I c:areful and orderly IIWIDel' with least 􀁰􀁯􀁳􀁳􀁩􀁢􀁬􀁥􀁾􀀮􀀬􀀺􀀠disturb
aDce or damlle to adjoiDiq SIII'fKa. D. Materials and debris resu.lti.08 from demolition operations will be 􀁾􀁷􀁤fro.m 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 uees or other vegetation unless noted to be removed. Salvage: Salvage items discussed in preconstruCtion meeting. Clean and
deliver to Town of Addison. IfOwner deems necessary. have predetermined plant material professionally balled and burlapped by reputable and Owner approved company and relocated to Owner
approved site. Here these items are to be professionally planted, stalted, mulcbed, and deep-watered. A wrinen Letter of Guarantee of one year shall accompany all sucb material. Final
GradiDg: Refer to Eartbwork for final grading requirements. End of Section Demolition Specifications -page 2 of 2 
EARTHWORK GCD'ral 1. Descriptioll: Provide complete topsoil stripping and stockpiling. earth excavation. filling. grading, trenching. and backfilling. 1. Related Work Specified Elsewhere:
A. Tree Protection B. Lawns C. Landscaping 3. Submittals: Submit adequate samples of eacb proposed backfill to the site for Owner's review and approval. 4. Job COllditioas: A. Protections:
I. Protect reference points. bencb maries and mollllll1ems 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 remaiD. 011 propeny. 3. Do not leave temporary wood in cODCtete or fill. 4. Cover boles aDd trenches when work is not in pro(p'eSS.
FeDCe or barricade dumps of plme more t.bm 45 dqrees borizonrally and more thih 3 􀁦􀁾􀀠vertically. 5. Provide dewatering and draiDaae to keep excavations fi:ee 􀁯􀁦􀁾􀀮􀀠6. Protect
IdjllCel1t surfIIces and improvemems outside gradina limits. Repair IIDY dam•• immediately. immediately. . B. Coordinlti.on: If applicable. coordinate blcldill opemions with installanOll
of:. subsurface drainqe S)'JIeI:ns. C. Soil Classification: Excavated materials are not c:llssified u to 􀁴􀁹􀁰􀁩􀁾􀀮􀀠Excavation Earthwork Specifications· pqe 1 of 4 
includes all material encowltered at site including rock rubble and debris.' M·teri,g 1. Select FiU: Cohesive till with liquid limit of less than 3S percent and plasticity index ranging
from S to IS. Select till shall be free of any lwnps or stones larger than 1:/, inches diameter. 2. Imported Topsoil: A. Friable, dark loamy soil. fertile. free from rubble. stones.
clay Iwnps. extraneous material. plant roolS and reasonably free of weeds. Topsoil containing Nutgrass or Dallisgrass wiU be rejected. B. Physical properties as follows: Clay • Between
7 • 27 percent. Silt • Betwl:en 28 • SO percent. Sand· Less than S2 percent. 3. Site Topsoil: A. Suitable topsoil material is excavated from on site. B. Suitable soil is detined as dart
brown sandy clay loam or dart brown blackland topsoil free ofrocks greater than I" in diameter. weeds. roots and other objectional materials. Suitable soil win be determined by the Arcbitec:tlOwner.
4. Sub.oil Material: Soil excavated fromalnstruction area free of rocks (larger than 2V: inches) and cODStnlCtiOD debris. 5. Stock Plies: Topsoil and excess subsoil material cut from coastNCtiOD area Which is suitable for
backfilling sbaIJ be stockpiled. in separate piles IIdirected. by Arcbitec1fOwner. Location of stock piles shalJ be subject to approval of Owner. :', 6. Sarplu Materiall: Remove from
site any excess maIeriaIs and excavated. materials unsuitable for use II fiU and backfill. Marerials coaraininl rubbish or 􀁤􀁥􀁾􀁲􀁩􀁳􀀠shall be immediately nmoved. and legally disposed.
of off-site. ElccpdQI 1. Prepandoa: A. Remove abandoned., inactive utilities to point DOt I.ess thm 3 feet below finish gnKIe. Plug or cap remaining lines in marmet 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 shaJJ be as directed with adjustment in Contract amount. Extra payment
will not be authorized for work that could have been foreseen by careful examination of site. C. Notify respective utility companies ofdamage caused to active utilities and protect active
utilities pending insll'Uction 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 waterproofmg is complete. A. General: I. Before filliDg, clean area debris, llUie rocks, formwork and loose material. Area to be filled shaU be approved by Architect/Owner
before filling is started. 2. Prior to filling under pavements proof-roU subpwfe with a rubber tired roller of sufficient weight. Weak areas or areas where excessive pumping is !tOted
shall be removedlltld replaced with Select Fill. Ouce the subgrade is uniformly stable, compact the the area as noted herein. 3. Brace retaining walls and grade beams while placiDg fill
or backfiU mIlCriaI. B. Select Fill: I. PIIce UDder pavements in • uniform thickDess. . 2. PIIce in ml"imum 8" lifts compacted to approximately 90% of Standard. : Proctory density II:
:3% of optimum moisture CODtent. C. Backfill • Site: 1. Prior to placiDg backfill, scarify surface of ground to a depth of 4 inches. Moisture content of IOOMIled mIlCriaI shall be such
thal tim layer of fill will mdily balld to surface. Do DOt place fill OD subpwfe thal is'muddyj/IioZID or contains frost. Earthwork Specifications· pap 3 of 4 
Standard Proctor density. D. Backfill -Under Pavements: Follow procedures noted in C. above. ex,epc compact lifts to 90% of Standard Proctor density. 3. Finisb Gradinl: A. Grade unifonnly
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 exisnng 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 senlement occurs.
C. Grade areas to elevations and slopes indicated without depressions causing pocketinl of surface water or bumps, producing localized runoff and gullying. Ponding of water on-site is
not allowed.. Finish Slll'CKes to be not more than 0.10 foot above or below established pade as follows: 1. Lawn Areas -Provide a minimum of 􀀶􀁾􀀠of Imported Topsoil or Site Topsoil
over the lawn. If rock is encountered., overexcavate to a' dept the one (I) foot and bacldiU with with Topsoil. 2. In areas where fill will exceed 􀀶􀁾􀀠(except where Select Fill is
called for). place Imported Topsoil or Site Topsoil to a minimunt de¢a oftwo (2) feet. If more than two (2) feet of fill is required. Subsoil Material may be used to within two (2) feet
of finish pade. 3. PlaDtiq Beds -Grade these areas to a subpde of 6" below finish grade. Complete fiDIl becldiU witb prepired soil mix as provided in the Jaad5ClpiDa section. 4. Cleu.p:
Remove excess materials from site promptly to prevent larp 􀁡􀁣􀁣􀁵􀁭􀁷􀀮􀁡􀁴􀁩􀁯􀁮􀁳􀁾􀀠Store mlSlble mareri&I neatly in desip"ed locations. Upon completion oftile project any, remainin,
surplus materials must be removed and lep11y disposed of off site. £ad of Section Earthwork Specifications -paae 4 of 4 
TREE PROTECTION Gegeral 1. 􀁄􀁥􀁳􀁣􀁲􀁩􀁰􀁴􀁩􀁯􀁾􀀺􀀠Provide protection of existing trees scheduled to remain. 2. Site Condition.: Existing trees are to be field located and displayed
on the drav.ings. 3. Protection: Protect treeS by barricading each tree within ten feet of constrUction. 4. GuaraDtee: Guarantee existing trees against damage until final acceptance
ofthe proJect. Repair any damage which, in the opinion of the Owner, can be satisfactorily corrected. S. DeftDitiou: A. Disturbance!Damage: Physical or visual change to the trees which,
in the opinion of the Owner, is detrimental to the trees being protected. Sucb distw'bance may be caused by equipment, nwerial or personnel. B. Violation: Damqe to trees caused by any
coDSl:nlction or delivery vebicle, collS'll'UCtion material storage, or disposal of solid, or liquid debris sbaIJ be considered a violation. The Contractor's lepresentative will repon
the observed violation to the Owner verbally, if possible, and in wriliDa within 7 days of a violation. The written notice sbaIl include the date, the approximaze time, the general location
and type of violation. El'ttUligl 1. Tree Protec1to.: A. Barric:adinl fencinc material sball be Plastic: Snow fence with 6 foot tall steel T' post. B. Install prior to any mobilization
on the site. C. Barricade: Install barricades aroUDd trees eisJ1t (8) feet and fa.n.ber from c:oDSl:nlction. Place barricades at drip liDe or II directed by the Owner. 2. Malate•••ce:
Maintain tree protection in a newly installed coDdition through (mal, acceptance. 􀁾􀁪􀀬􀀠3. Peully: If any tree is dam'gl:d and in the opinion of the Owner cannot be satisfactorily
repIWed., then • fiDe of Sl00 per caliper incb will be usessed. apiDSt the, 􀁃􀁯􀁮􀁾􀁲􀀮􀀠 Tree Protection Specifications. page 1 of 2 
Caliper measurements will be taken as follows: tJp 10 and including 4" caliper I.I.111 be: measured 6" above ground level; and calipers over 4" will be measured 4' above: ground level.
End of Section Tree Protection Specifications· pqe 2 of 2 
IRRIGATION SYSTEM Gegeral 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 Assuruce: A. Materials: I. Procedure: Comply with the Town of Addison's specifications. 2. Time: To be considered, submlt substitution request in writins
7 days prior to bid opening. 3. Required Submittal Material: a. Sample proposed sprinkler. b. Manufat:turer's data of spriDkler, disclw&e rates (GPM), minimum allowable operaina pressure,
maximum allowable spacing and distance of throw. . c:. Derailed pressure loss computllions for followiq zones: largest dem·nd and farthr:mt from sources(s). d. Ifploposed substitute
requires • chInp in head and piping layout . as desipeel, submit derailed drawings sbowing desito cllaDps and ploposed layout. 4. APPIOvaI: Approval of proposed substitute will oot relieve
responsibility· for providing a system that will opmre according to inleDt of originally desipd desipd system. B. ConnctDr: System installation must be supervised by Licensed Irrigator,licensed
by tbe State of Texas. and who bas performed with • minimum of S co.ntinuous years of experience ins1:alI.ing systems of this size md complexity. 􀁾􀀮􀀠C. Assembly Proc:edures: Do not
alter design hydraulies by ins1:alI.ing additional tees or elbows unless approved by Alcbitect/Owner. Irrigation System Specifications· paae 1 of 11 
O. Testing: Perform required testing under observation of Architec:t and/or O\\,ller. 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. Transpon PVC pipe in a vehicle which allows the length of pipe to lie flat 50 as not to subjec:t it to undue
bending or concentrated external load at any point. Any sec;tion of pipe that has been dented or damaged and, if installed, sball be replaced with new piping. 4. Referenced Standards:
American $ociC' for Tesing and MttmjaJ$ (ASIM. JaM edition) ASTM· 02241 Poly (Vinyl Chloride) (PVC) Plastic Pipe (SOR·PR) ASTM· 02287 Flexible Poly (Vinyl Chloride) (PVC) rubin, ASTM·
02464 Threaded Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings. Schedule 80. ASTM • 02466 Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 40. ASTM· 02'64 Solvent Cements
for Poly (Vinyl Chloride) (PVC) Plastic Pipe and FiniDp. ASTM· 02855 Standard Rec:ommended Practice for Maki.na Solvent-Cemented Ioinls with Poly (Vinyl Chloride) (PVC) Pipe IDd Fittings.
5. Sablllittals: A. Product Oata: Submit copies of manufactum's spec;ifications and literature. 8. WafI:r PressunI: Prior to startiDa coltsU'UCtiOD, determine static water pressure.
Confirm find;np to Arcbitect/OwDer in wri1i.ui. C. Project Record Documents: I. toe... by written dimensions, routiDa of mainline pipini. remort.control valves, pte valves, water meters,
quick coUPlini valves, and other related' , equipmeDl as directed by the Architect/Owner. Located mainlines by.' sinale dimensions ftom permaaen.t site features provided they run parallel'
to these elements. Locate valves, iDrermediate electrical coaaec:tions, if approved, IDd quick couplers by twO dimensions 11 90 ciePes to each other provided tbey are within 20 feet
of a pcnDaDeIlt site feature. Valves. elec:trical COIIIlections and quick couplers beyond 20 feet mast be located by triaDgulation usina tbIee dimensions ftom buildiDI comers, 􀁷􀁡􀁬􀁩􀀺􀁾􀀡􀀠interse
ctions or simillr jllDCtUl'eS. ·2.. Whom dimensioaina is complete., trIDSpOse wodr; to myllr reproducible trlCin$S. Tnw:inp will be provided by Architect/Owner. Matt trlCinp "ReCord
Prints". bription System. Specifications· PIle 2 of II 
Date and sign Drawings. 3. Submit completed tracings to Architect/Owner prior to fmal acceptance. 4. Controller Charts: a. After as-builes 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 redllCed 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 asize that will be readable when reduced. d. The chart shall be a black line or blue line ozalid print and adifferent color shall be used to indicate the area of
covence of each statiOll. e. When completed and approved, the chart shall be hermetic:aily sealed between rwo pieces of plastic, each piece beiDa a minimum 10 mils. S. Operation and
Mainteaaru:e Manll• I, Datl: a. Provide 3 manuals neatly bolllld in • hard hick three riDI binder. b. Index sheet statina Contnll:tOr's address aDd telepbooe number, list of equipment
with name aDd addresses oflocal manufactum's representative. c. Catalol and parts sheets 011 every material aDd equipment iI1staIled under this COIlll'llCL d. A Letter of Olwantee for
a period ODe (I) year from date of acceptance. e. Complete opexating and maintenaDce instruc:tiOI1 011 all 􀁾􀁯􀁲equipment... D. Equipment to be Furnished' 1. Two (2) sets of spec:iaI
tools required for removiDa, disissemblina aDd adjusting each type of spriDkler aDd valve supplied 011 this project. 2. Two (2) keys for each IUtOlllllic coDtrOUer. '. 3. ODe (I) quite
coupler key with swivel auached for every three (3) or fi:'action . thereof of quick c:oupliras valves itIstaLIed. 4. Provide equipment at the COI1ClusiOl1 of the project prior to fiDal
review. 6. Coordl....: A. Coordinlta WIt« meter iI1sta1latiOI1 with local WIt« departm.ent. B. Sleeves UDder paym, aDd routed throuah wa1ls to be iDstaIl!:d by COl1aactor. Verify loc:atiOI1l
aDd include 011 u-builts. Irrigatiol1 System Spccific:atiol1l • paac. 3 of 11 
C. Coordinate installation of irrigation system with work ofother trades. Coordinate with Landscape Contractor to ensure plant material is uniformly watered in accordance with intent.
D, Coordinate to ensure that electrical power source is in place. Electrical service is the responsibility of the Contractor and must conform to national code standards, 7. Warranty
and Maintenance: A. Fully warranty materials and workmansbip for one year after final acceptance. B. Provide maintenance of system. includins cleaning and adjustment of heads. raising
and lowering of heads to compensare for sertling. for one year after acceptaDc:e. 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 DllUIufacturer to Contractor ofequipment provided. Manufacturer's warranties shall not relieve the Contractor
of his liability under the guarantee. Such WIZTII1ti.es shall only supplement the guarantee. E. Duplicate the following warranty statement and submit it bo!md within the Operation and
MaiDtenanee manuals. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation sy1I'em we bave fUmished and i.DrIaIled is free from defects in materials
and workmanship. and the work baa been completed in accordance with the drawings and spcci1iCllions, oMmlry war and tar and unllSUal abuse, or neslect excepted. We agree to repair or
rep-lIlY defects in material or workmlllSbip wbidl may develop duri.ng the period ofone year from date ofiKOCeJIlInCe and also to repair or repla:e lIlY dam'le 􀁾􀁴􀁩􀁮􀀸􀀠from the repairina
or repJ.ciDa ofNCb defects .. DO additiOllll COSl to the Owner. We sha1l m* . sucb repairs or repllcememl within three (3) days time after receipt of written notice from the: Owner.
we IUlborize the Owner to proceed to bave said repIirs or replacements made ar our expense and we will pay the costs and cbarges therefore upcm demand PROJECT: LOCATION: ________________
SIGNED: Irription System Specifications· pile 4 of 11 
ADDRESS; PHONE: DATE OF ACCEPTANCE: ________ Pradyc" 1. DefillitioDs: A. Mainline: Piping from 􀁾􀁉􀁥􀁲􀀠SOIll'l:e to operati.qvalves. Pipe leading to quick coupling valves (QCV) is
considered mainlirle. B. lateral: Piping from remote control valves to irrigation heads. :. PolyriDyl Chloride Pipe Materia": A. Polyvinyl chloride Pipe (PVC): Manufactured in accordance
with standard.s noted below. I. Marking and Identifications: PermanentJy awbd with SDR number, schedule, ASTM standard number, IUId tile NSF (National Sanitation Foundation) seal. Provide
pipe fi:ee of blisters. intema1 striations. cracks, or other defects. 2. PVC Pipe and Fitti.np: Scbedule 40, NO EXCEPTIONS. B. Flexible PVC Pipe: A4 manuDctured by Span,IDc., from vilJitI
PVC material and tested at 200 psi static pressure for two boun with • iUide bunt ratinJ of 400 psi miD. C. PVC Pipe COIIDICtion Materials: 1. For slip fittiDp, use primer and adhesive
solvent. Cans of primers and solvents to have labels intact and stamped with date of manufacture. Cans dated over two yean old will not be permitt.ed. Thinni"1 of primer or solvent will
DOt be permitt.ed. 2. For tbzeaded fittiDp, PVC to PVC, or PVC to copper, use Teflon paste. 3. For flexible PVC, use oDly solvents IDIde for flexible pipe, such as. IPS79S solvent. Irrigation
System Specifications -pase S of II 
,//' 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. Miscellaaeous Materials; A. Wire: Type UF with 4/64 inches insulation. Underwriters laboratory (t:L) approved for direct underground
burial in National Electrical Code Class II Circuit (30 volts AC or less). Size according to controller manufacrurer's recommendations and consideration of length of run. but no smaller
than #14. B. Nipples: I. Nipples for lawn and shrub beads: Tbraded polyethylene, nominal 112 inch by 6 inches. 2. Nipples for swing joints: Schedule 80 PVC, Type I, Grade 1. Utilize
Marlex elbow at point of connection to rotaty or impact bead. C. Washed Pea Gravel: Graded Graded % -m", 5. Material List: Mwa'¥hPW MM,I NO. DcgrjJ)fiM Toro S7OC-4P 4" pop-up lawn bead
S70S Shrub bead on copper riser S7OC-I2P 12" pop-up shrub bead Hunter POP Rotary head Weathermalic II024-FCR Contamination resistattt electric valve lrri-Trol MC Plus Series Automatic:
Controller with pedestal where teqUired Buclmer 30A Quick coupl. wive Spears Ball. valve (Fli:IUle Thread) MinicHck Tempcnture sensor (1 required for each coDll'Oller) Buckner 30AC"
20 %" Coupl. by" swivel Amctek. DFW. Carson Plutic Valve boxes with lockina Industries or IPPIOved cquaI covets IDd exterlSiODS as required lrrigation System Specifications -Pllie 6
of 11 
Elccuripp 1. (aspecrioa: A. Examine areas and conditions under which irrigation sprin.kJer system is to be installed. B. Verify existing sleeves installed by othm. -1 C. Notify ArchitecriOwner
in writing of conditions detrimental 10 proper and timely completion of Work. Do not proceed until conditions are satisfactory. O. 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 beginnina any work. 2. IlIStaUarioa: Follow Town ofAddison's Iniption Specifications in conjunction with the following guidelines. A. General: 1. Compliance: Complete installation
in strict accordance with JDaIIufacturer's recommendations which shall be considered pan of these specifications. 2. Stakina: Stake location of each held for approval of Architect/Owner
before proceedjng. Do not exceed lIlII1ufacturer's m8xjm llDl spacing limits. 3. Pipina Pipina Layout: Piping layout is diqrammalic. Route piping around trees and shrubs to avoid damale
to plantings. Do DOt dig within balliI ofnewly plantecl trees and shrubs. 4. OiaCI:epmcia: L Point out any disaepuc:y betweea Drawings and field conditions dill may atl'ec:t lIIliform
covenae. Do not proceed until any design clwlle made necessary by iIUCb disc:repancy is approved. b. Should chlllia create CXIra cost.. approval for CXIra compensation shall be obtained
in writing before commencing work. Co Should clllqe create a cost saviap, a writteD reduction in contract price must be approved in writing before commencing work. B. Excavations: Excavations
are lIDC1assified and iDelude ardI, loose rock. or combiDalioa, in wet or dry state. 8w:kfilltmlCbeI wi.1JIIfeIW. IS per Addison's specifications. Ensure a minimllDl of 6 iDebel of rock-free
soil surrounding pipe. IiripliOD Sysrem Specifications -page 7 of 11 
C. Water Tap: The O...ner 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
Backtlow Prevention: I. Install type and size indicated on Drawings and in materials list per Tov;n's specifications. 2. Install in meter box per local codes and Town's specifications.
3. Install 1.0 cu. ft. washed pea gIllvel in bottom of box. E, Pipe Installation: I. Mainline and Lateral Piping: Install in 4 inch wide trenches with minimum of 12 inches of cover over
pipe, but no more than II inches of cover. 2. Trenchin&: Provide fum. uniform bearina for entire length of pipe to prevent uneven settlement. WedainI or blockinl of pipe is not pmnitted.
Remove foreign m.arter from inside of pipes before weldinl. Keep inside of pipiDB clean durinB and after layOut of pipes. 3. Back1i11: Hand-tamp and water-jet to prevent settlina. Hand
rake trenches and adjoining areas to leave &ride in condition equal to before installation. F. F. PVC Pipe and Fittings Assembly: I. General: Remove extraI1eous material including bum
from inside and ouuide edps of new CUll. 2. Primer: FoHow lIWIufactum's procedures for use. 3. Solvent: FoHow IIWIufactum'S procedures to make solvent-welded joints. 4. Threaded Joints:
Use Teflon-paste. O. Copper Pipe and Fitlinp Assembly: I. Clan pipe and fittings thorouably and buff' connections with wire brush to remoVe residue from pipe. 2. Flux pipe and fittiq
and solder connecticin usiDB SO-SO soft solid core solder. . H. Remote Control Valves and Gate Valves: Irrigation System Specifications -pille I of 11 
I. Provide type in accordance with materials list from Town's specllications and size according to Drawings. 2. Provide valves in an level position in accordance with manufacturer's
specifications. 3. Install valves in rectangular plastic valve box. centered over valve. V. inch above finish grade. Provide valve box extensions as required. 4. Provide 0.5 c. ft. washed
pea gravel in bottom of valve box. 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 ofch.anses. Install heads adjacent to walks and curbs 2 inches clear of pavina to allow for edaina equipment. 2. Shrub Heads: Provide spray nozzles
on copper tube risers attac:hed to lateral piPina with Poly nipples, sufficiently high to water over plantings and plants when they bave reached their ultimate srowth. or as di.rectecI
by Architect/Owner. Firmly tamp soil aroWld copper riser and leave plumb. 3. Lawn Heads: Attach heads to lateral pipm, with polyethylene nipples. Firmly tamp soil aroWld base plate and.
leave head plumb. 4. High-Pops: Attach to lateral pipm, with polyethylene nipple. Use bottom connection only unless otherwise dilected by Architect/Owner. Provide strainer in eech __
If' c:oDditions warrant, funny pipe installations are permissible with Owner approval. S.· Rotary Heads: Insral1 on swiqjoints usin& Schedule 80 nipples.. threaded fittinp IDd I Maria
elbow It point of' head connections. Polyethylene nippla ..allowed in areas not to be trIc:tOr mowed. J. Quick CoUPIiDa Valves (QVC): Provide in accordance with materials list and install
OD swiq joints usm, Schedule 80 nipples. K. W"1rinI: . I. Provide wire from controller to remote control valves. Conduit is not required fat U.F. wire, unless otherwise noted.. Tuck
wire W1der mainline pipina. 2. Make wire c:onaections with direct burial Kina splices ac:cordm, to Irrilation System Specifications· paae 9 of II 
manufacturers installation procedures. 3. Provide a separate lead wire \\rith red insulation from controller 10 each remote control valve. Provide a common neutral wire with white insulation
from controller 10 valves served by a particular controller. 4. Provide 24 inch long expansion coil for each wire at valves and a 6 inch expansion loop at places of directional change.
L. Controller: 1. Provide according to Owner's recommendations. 2. Locate with approval of Owner. Mount on wall or pedestal. 􀁾determined by Owner. 3. Breaker box with 11SV 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 permanendy to wall in manner appropriate for wall material. S. Connect one valve per zone. Sequence zones in logical progression. M. Temperature Sensor: Provide securely
mounted on bottom of controller. Test laterals and mains for a period of one hour in the presence of the Architect/Owner. If leaIc.s or pressure drops occur, correct defect and repeat
test. 3. 4. Final Adjlll ....t: A. Make fiDIl adjustmeD.ts of irrigation system prior to Architect/Owner final inspection. B. Flush system by removing nozzles from beads on eo.ds of
lines and operating system. C. If needed, adjust each section for operatiDa pressure and bala.nce to other sections by use of flow adjustmeD.t OD top of each valve. D. Adjust nozzliDa
for proper opeiation, aiipmeD.t and coverqe. Prevailing wind conditions or slopes may indicate that an: ofaqle or Injectory of spray should be other than as shown OD Drawings. Chlnge
nozzles to provide correct coverage. Irrigation System Specifications' paae 10 of II 
Notify ArchitectfOvmer of changes. E. Carefully check zones verifying plantings are unifonnly watered. 5. CleaDup: Keep site dean of unused materials and debris. Leave site in broom
clean condition daily. End of Section IrrigatioD System Specifications • page 11 of 11 
LANDSCAPING Gegcnl 1. Description: Provide complete landseaping as specified and described herein. 2. Related Work Specified Elsewbere: A. Irrigation System B. Lawns and Grasses C. Earthwork
J. Quality Assurance: A. Comply with applicable Federal, State. County. and Town replations governing lmdseape materials and work. B. Architect/Owner reserves the riaht to review materials
at growiDa site. C. Observation at growing site does not preclude risht of rejection at job site. Plants damaged in transit or at job site shall be rejected. D. Personnel: Employ only
qualified personnel familiar with required work. 4. Referenced Standards: A. American StIDdard for Nursery Stock, Edition approved May 2. 1986 by Americaa National StIDdards Institute.
Inc. (Z60.1 • 1990) • pilm materials. B. HOl'IUS TbiId, 1916 • CorneD University· _ nomenclartn. C. ASTM: American Standard Testina Material • sharp sand 5. SD.blllittall: A. Samples:
Provide representative quantities ofsaady 101m., sharp saod, bark mulch. soil am.ead1DCllt, and soil saver. Samples shall be approved by Architect/Owner before II!e OD project. B. Submit
tine repIewntative SImples of eICb variety of ol'lllo1Dental trees, shrubs, and pnmdcover plaats for Architect/Owner approvaL Wbetl approved, til. install and maintain as repIesentative
SImples for final instaUed pilm materials. Landscapiq Specifications. pap 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, Stonle aad Haadl.i.al: A. Preparation:
1. Balled and Burlapped (B&B) Plants: Dig and prepare shipment in a manner that will not damage roots, branches, shape, and furure 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: 1. 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 oaly plant materials dill can be planted in one day
unless adequate storage and waIering facilities are available on job site. 3. Protect root balls by heeling in with saw dust if not pllllted within 24 hours of delivery. 4. Protect during
delivery to prevent damage to root bailor desiccation of leaves. Keep plants moist moist at all times. Cover all materials during transport. S. Notify Architect/Owner of delivery schedule
48 bours in advance so plant material may be observed upoa arrival at job site. 6. Remove rejected pllllt material immediately from site. 7. Do not lift, move, adjust to plumb, or otherwise
manipulate plants by trunk or stems to avoid damage or stress. 7. Job CODdIdo...: A. Plaarial! Restrictions: Perform actual planting oaly wbea weather and soil conditions are suitable
in accordance with locally accepted practice. B. Protectioa: Landscaping Specifications· page 2 of 7 
I. Do not move equipment over existing or newly placed sll'Ucrures 􀁾􀁬􀁴􀁨􀁏􀁕􀁴􀀠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: I. Determine locations of underground utilities and perform work in a manner which will
avoid possible damage. Hand excavate, if 􀁲􀁥􀁱􀁵􀁾􀁤􀀮􀀠to minimize possibilil:y 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 plantiq bed depths. 8. Warruty: A. . Wamanty plants and trees for one year after fiDaI. acceptmce. ReplaCe
dead materials and materials not in vigorous. thriviq condition as soon as weather permits and on notification by Arcbitect/Owner. Replace plants, including rrees, which in opinion of
Arcbitect/Ownerhave pa.n:i.aUy died thereby damaging shape. size. or symmetry. B. Replace plants and trees with same kind and size as oriainally planted. at no cost· to Owner. Provide one year WIZ'.!'IDCy
on replacement plants. Trees should be replaced It stan of next plantial or dillinl season. III such cases, remove dead trees immediately. Protect irrigation system and odler pipins
conduit or other work duriDa replflCClllent. Repair any damaSI immediarely. C. Warranty excludes replacement of plants after final acceptance because otinjury·. by storm. dzoupt. dzowning,
bail, freeze, insects or diseases. . D. At end ofWlZ'.!'lDCy period., staking and IUYinI m.ateriaIs shall be removed from the . site by the ConU'lCtor It no additional costs. 9. MailltelllUlCe:
A. Water: Will be available on site. Provide necessary hoses and other 􀁗􀁡􀁴􀁥􀁲􀁩􀁮􀁧􀁾􀀻􀀠equipment required to complete work. B. Maintain plantings and trees by WItering. cultiVllinl
• ..,...,....,inl. 􀁳􀁰􀁲􀁡􀁾cleaning Landscapins Specifications· pap 3 of 7 
and replacing as necessary to keep landscape in a vigorous, healthy condition and rake bed. areas as required until fmaJ acceptance. C. Coordinate watering schedules with irrigation
contractor during installation and until final acceptance. Provide supplemental deep root watering to newly installed trees. Producb 1. Plaats: A. General: Equal to well-formed No. I
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 egas IIId I.arvae. Specified sizes are before pruniDg and measured with branches in aormal position. Plants shall be well rooted and established
in the conWner. C. Ornamental and Shade Trees: Healthy, vigorous, fWl-branched, well-shaped, symmetrical, trunk diameter and height requimnents as specified. Balls. shall be firm, neal:,
slightly tapered and weU.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 iDcbes in diameter for eac:h iDch caliper, measured 6 iDches above root ball for up 10 3 iDch caliper, and 12 iDches 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. 1. Soil Prep.ratioa Materials: A. Sandy Loam: I. Friable. fertile, dark, loamy soil, me of clay
lumps, subsoil, stoQe5. and other eX1raDeous material aDd reasonably me ofweeds IIId foreign grasses:: Loam containinl Dallisarass or NutgrlSS shall be rejected. 2. Physical properties
as foUows: Clay· between 7 -27 percent Silt -between 15 -35 percent Sand • less than 52 percent 3. Orpnic r:nauer shall be 4-12% of total dry weight. B. Sharp Sand: Clean, washed sand,
(fiDe aappte) ASTM C-33. Landscaping Specifications· page 4 of 7 
• • C. Organic Soil Amendment: Commercial grade decomposed compost similar to Back· T o·Earth products. D. Commercial Fertilizer: 10·20·10 or similar analysis. Nitrogen soW"Ce to be
J minimum 50% slow release organic Nitrogen (SCU or UF) with minimum go,o sulphur and 4% iron, plus micronutrients. 3. :\fiscellaDeous Materials: A. Steel Edging: 'I," x 4" Ryerson or
approved equal. B. Mulch: Shredded hardwood bark. C. Quying materials for Trees: I. Wire; 12 gauge, single strand, galvanized wire. 2. Rubber hose: 2 ply, fiber reinforced hose, minimum
V, inch inside diameter. Color: Black D. Soil Saver: Jute mesh, 4 foot wide rolls. E. Wrapping Material: Waterproof crepe tree wrappina paper. EXHutioD 1. IDspecrioDl Examine subgrade
upon which work is to be performed and verify condition.s under which work is to be performed. Notify Architect/Owner of unsatisfactory conditiOllS. Do Dot proceed with work until unsatisfactory
conditions bave been com:cted in manner acceptable to Owner. 2. Tree PlaadD.: A. Stake tree tree locations for approval by Owner. B. Tree Pit ExcavatioD: Excavated soil may be used for
backfill prOvided it' is' approved by Owner. Backfill must be he of subsoils. rock, caliche, and other ex1I'8IIIIOUS material. If backfill is DOt acceptable, use sandy loam. . C. Shade
Trees: 1. Plant in pits 2 foot pealer in diameter tban root balls. 2. Backfill to depths of root with Sparts excavated soil or sandy loam and 1 part organic amendment. Remove excess
excavated soil from site. Landscaping Specifications' pile Sof 7 
Carefully settle by watering to prevent air pockets. 3. Note that tree uplighes may be installed adjacent to trees. Talee care not to disturb unies or conduit. 4. Coordinate required
depth with Omler in areas of paver installation. Remove any twine around trunks of B &i: B plant material and cut off the top '4 of any wire baskees. D. Ornamental Trees: 1. Plant in
pies 12 inches greater in diameter than tree ball. backfill with 5 parts e"cavated soil or sandy loam and 1 part organic amendment. Remove excess excavated soil from site. Carefully
settle by watering to prevent air pockelS. 2. Detemline direction of staking and rotare plants in pit to take advantage of optimum stem orientation. Remove any twine around Il'UIlkl
of B &i: B plant matlrial and cut off the top '4 of any wire baskets. 3. Tree Saucen: Form a 4 inch high saucer around C81:h new tree including ornamentals for deep watering. Conuac:tor
is responsible for deep wateI'iq until final lil:ceptance. A. Guy trees immediately following planting operation. Take precautions during guying operation to prevenl damage or injury
to branches. Orienl guy wires within elil:h cluster or row of trees in same direction B. Utilize 6 foot T -post and drive into ground sufficient depth 10 assure rigidity. Loop wire through
hoSe and route both around crotch of major branch. Securely fasten loose ends at T-post by twistina topther. TighteD wires to taught condition . by inseni.Da screw driver betweeI'l wins
at midpoint and rotating. Allow up wire to rub apift!lt branches or trunk. ., !. Pnaaiq of New Tntll Prune trees 10 preserve natural character of plant in a manner appropriare to its
puticular requirements in the landscape desip. as directed by Architec:tlOwner. In pmeraI. never remove greater than one-third of wood by: thinning, Do not cut bade terminal branches.
Remove suck.er growth IIId broken or badly bruised branches. Thin field coUected trees heavier than nursery grown plaDts. 6. Tree WrappiD.: Wrap nursery groml trees. Extend wrappina
from ground to Ii point),'. immediately below lowest branch of each tree or as directed.. Securely fasten in pllil:e with tacks or staples, so wrapping will remlin in place 2 years.
Landscapina Specifications • pile 6 of 7 
7. Sleel EdeiDI: Provide steel edging at interface of planted areas and 􀁬􀁡􀁾􀁮􀀠areas unless indicated otherwise. Set edging as indicated in true lines as designed with top of edllIDIl
twO (2) inches above finish grade on lav.n side. -8. Prepared Soil: Provide six (6) inches of thoroughly mixed prepared soil for shrubs, ground cover and seasonal color as follows: I
part sandy loam I part peat moss I part sharp sand Add 4 pound commercial fertilizer per 100 SF of bed area and mix thoroughly. Rotor till to a minimum depth of 6"·8". 9. Shrub aDd GrouDdeover
PIaDdDl: Place plants in position on bed areas before cans have been removed. Obtain approval from ArchitecflOwner. ArchitecflOwner reserves the rights to interchange or shift locations
of plants prior to planting. Do not remove burlap from B & B plants. Plant where located. setting plants with tops of balls even with tops of beds and compact soil carefWly around each
plant ball. Water thoroughly to eliminate air pockets. Carefully prune plants to remove dead or broken branches and hand·raJce bed areas to smooth even surfaces. 10. Poeket PIaDdDl:
A. Plants having a spacing of j 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
vesetative growth including root systems from unexcavated areas between plant pits. Cultivate to a depth of six (6) inches. Rake smooth. C. Top d.reSI entire ImI II specified. " 11.
Jut. M.b: InstaIJ. soil saver on slopes pater than 3: I ratio in accordance with manufacturer's d.incti.oa.s. ll. Top Dream,: After planting has been completed and approved by ArchitecflQwner,
top d.reSI bed areas with sbredded hardwood bark mulch to a minimum of 2 inches deep. Delay this operation until near tinaI acceptance. 13. Cleaaup: Keep premises neat and orderly including
OI'IlIIIization of storqe .;ueas. ':, Remove II'I.Sh and debris from excavated planting areas, preparin& beds, or planting plants from site daily as work progmses. Keep paved areas clean
by sweepina or hosing. Landscaping Specifications • page 7 of 7 
LAWNS AND GRASSES GeDcral 1. Description: Provide topsoil, flne grading. fertilizer, sodding and hydromuiching of either Bermuda grass or Ryegrass followed by a subsequent Bermuda application.
Grass varieties are to preapproved by Owner. 2. Related Work Specified Elsewbere: A. Irrigation System B. Landscaping C. Earthwork 3. Product DeUvery, Storale and Handlilll: A. Deliver
fertilizer, as specified, to site in original, sealed containers bearing manufacturer's IJIWllIlteed statement of analysis. B. Store fertilizer in weatherproof locadoD. 4. QuaUty Assarance:
A. Water: Water will be available on site. Provide necessary hoses and other watering equipment requimi to complete work. B. MalnteIllllCe: Until final acceptance. and IIDtil an approved
stand of grass is achieved, maintain plantings by wateriD&. cu1tivatiq, mowiDs, weeding. spraying. cleaninl and repllcing as necessary to keep plaDts in a vigorous, healthy condition.
1. WatetiDa: As DeCeSSII:Y to keep top 2 incbes of soil moist. Coordinate . with lrriptioD Contractor. " 2. MowiDs: Mow newly planted IIfII5S areas weekly after initial growt\l reaches
2!h inches. 3. Weedjnl: Remove weeds and foreip IIfII5S over pl&nr areas at least once a week. Herbicides may be used only when approved by ArchitecrlOwner. 5. Condition of Sarfans:
Lawn areas will be paded with a minimum of 6 inChes of 􀁾􀁪􀀠topsoil as provided in Earthwork scctiOD. Ifin the opinion ofthe ArchitecrlOwner the soil . is compacted, rotor till to a
depth of 4 inches. Lawns and Grasses Specifications -page I of 4 
6. Ace.ptallc.: The work will be accepted when a completed, undamaged stand of grass is achieved as approved by Owner. 7. Seedial Schedules: Bermuda grass, complete between May I and
September IS. 8. Soddillg Sl:bedules: 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. ,,1',d,l, 1. Gruses: A. Seed: Bermuda grass (Cynodon dactylon): Extra fancy. hulled and treated la...n type seed with purity of
9S% or bener and gemia.atiol1 of 85% or better and per requiremel1ts of Texas Seed Law. Weed content less than Yz%. No noxious weeds. B. Sod: KeI1tucky (KY-ll) Fescue md COIIIIDoa Bermuda
Grass (Cynodon dactylon). Free of foreign weeds and gruses. Cut sod with a fUll ';' inch heavy day soil covering roots. Do DOt cut sod more than 48 hours prior to planting. 2. Fer1illzer:
A. Provide a complete fertilizer, part of elemel1ts of whicb are derived from organic. SOW'CeS md sbI1I. iDclude trace elements. Fillm to be sulpbur md irol1 sulphate. 1. First AppliCldon:
10-10-10 or similar lIDIlysis with minimum 8% sulphur md 4% iroa, plus micronuments. 2. Secoad AppliCldon: 20-5-10 or similar lIDIlysis. Nitrogen source to be a '. minimum SO'Y. slow
release Olllamc Nitrogen (SCU or UF) plus minimum . 8% sulphur md 4% iron plus micronuaients. 3. Muldl FIber: Virlill wood fiber for hydromulch -Weyerhauser or Conweb With green color
additive. 4. Tackifter: Natural, DOn-asphaltic vegetable pm with geUiaa md hardeDing agents. 5. Sblrp Sud: Clan, washed sand (fine aapepte) -ASTM C-ll. Lawns and Grasses Specifications
• page 2 of 4 
E,ccpriq. 1. Preparatioa: Grading: Verify that lawn areas have been graded as provided In Earthwork. 2. Final Grading/Seed Bed Preparation: A. Loosen areas to be grassed and fine rake
to break up twnps and produce a smooth. even grade, free from unsightly variations, ridges or depressions. B. Remove and dispose of stones one (1) inch or larger, sticks, roots, other
debris and grass stubble exposed during this operation. C. Do not vary final grades more than 0.1 foot from finish elevations. D. Receive approval of fme gra.c!ing from Owner prior to
grass planting. 3. Fertiliziaa: A. First Application: Disaibute 100to·tO· fertilizer uniformly at rate of 15 pounds per 1,000 square feet after initial germination. B. Second Application:
Repeat fertilization with 20-S·10 commercial fertilizer after first twO cunings at rate of 15 pounds per 1,000 square feet. C. Water; Immediately water in fertilizer after each application.
4. Gran '''aCiDa: A. Sodding: After final gradiDa, place sod SO edges are touching. Lay across any chanps in elevation. Liptly top dress with sIwp sand to fill voids and grade smoo1h.
Roll to eliminate undulations. ' . B. Hydromulchiq: t. At time of seeding, soil to be moist but DOt muddy and wind velocity shall' not exceed 10 miles per hour. Add water if required
to 􀁭􀁯􀁩􀁾􀁮􀀠soil. 2. Hydromulch Bermuda grass seed evenly at a rate of twO (2) p'ounds 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 grater at a rate of one (1) pound per baa of mulch. Lawas and Grasses Specifications· pqe 3 of 4 
5. Performance: A. Establish a dense lawn of pennanenl grasses, free from Iwnps and depressions. 8. 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 minimwn of three times. each time after lawn has reached a height of 2 Y • • 3 inches. Mow
to a height of 2 inches. 6. Grade Maiatenance and Erosion Oama,e: A. Maintaia original grades of lawn areas after commencement of planting and during maintenanc:e period. 8. Provide
surface repair to ruts, ridges. track.'!. Replant areas required for final acceptance. 1. Acceptance: The work will be accepted when a completed, undamaged stand of grass is achieved,
as approved by Architect/Owner. 8. CltaD Up: Keep premises neat and orderly inc:ludiDa orallllization of storage areas. Remove trash and debris resulting from lawn preparadon from site
daily as ....,ork progresses. leave paved areas in a broom c:lean condition bY sweeping or hosing. lawns and Grasses Specifications· page 4 of 4 
SUPPLEMENTAL SPECIFICATIONS FOR BRICK PAVERS A. Products 1. Sand: Clean, screened mortar sand meeting the requirements of ASTM C-I44. 2. Cement: Standard brand, domestic, portland cement,
meeting the requirements of ASTM C-150, Type I. B. Execution 1. Setting bed to consist of six parts damp sand to one part cement, mixed thorougbly. 2. Provide uniform thickness in setting
bed such that top of paver is flush to top of concrete at all edges, and such that paver surface is uniform to prevent ponding of water. 3. Provide one-half inch space at paver to concrete
interface (edges) for backer rod and caulk bead by others. 4. Do not use pavers with chips, cracks, voids, discolorations or other defects which might be visible or cause staining in
finished work. 5. Cut pavers with motor-driven saw equipment to provide clean, sbarp, unchipped edges. Cut pavers to provide pattern indicated and to fit adjoining work neatly. Avoid
use of small pieces (less than 2", any dimension) as possible. 6. Install pavers flush (1/32" unit-to-unit maximum offset). Butt joints of pavers tightly together in pattern indicated.
Take care to insure pavers are firmly set and compacted over setting bed. 7. Clean all loose sand, cement, and scrap paver material from each area u(iQn completion. 􀁅􀁬􀁬􀁾􀀠162851950879
T-3 July 1995 
__ . ,1 f i..1.; I . ! . , 􀁉􀁾􀀠&-.J. (I . !. I ' . 􀁾􀀮􀁾-r-{P.1-I,: j: ·I : 􀀬􀀬􀁾􀀬􀀮􀀭􀀬􀀺􀀮􀀠:, ."C ......__ .•• '. , 􀀬􀀮􀁾􀀠.,'....... I 􀁾􀀠••••• · ...f.:. , ,--. j-, .... .
, I_ .-'I" .... 􀁾􀀠􀁉􀁾􀁪􀀭􀀮􀀮/.'\,:if :L--'l--,------.􀀭􀀭􀀮􀀭􀀭􀀭􀀬􀀮􀀭􀀭􀁾􀁴􀁾􀀠􀁉􀀮􀀮􀀮􀀭􀀭􀀭􀀽􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀧􀀭......-' ., ' I i -c -• • -...« 􀁾􀀮􀁾. \..
I·; i . · ,,' , //􀀬􀁉􀀭􀀢􀀧􀁾􀀽􀁾􀀽􀁾􀀭9--i=-r,-f-" -, I I: I ...􀀭􀀭􀁾􀀮􀀭'"_",'+-1 '-, 􀁾􀀠􀀭􀁉􀁾􀀠:. ,} , ! ...􀀭􀁾􀀭􀁴􀀠f--.-1-I 􀁾􀀠.,,'. i _,.:, -􀀭􀁾􀀭􀀺􀀭􀁴􀀭-: r-H -􀀭􀁾􀀠---,-'
-; -!-􀁾􀀠!--v 􀁾􀀠, ..•• \ , • t􀁾􀀮􀀠. 􀁾􀀠W -: 1,:, ; -i !-I--1-􀁾􀁾􀀠􀁾􀀠," j ,i I 􀁾􀀠􀁾􀀭􀀭􀀮􀀠. , -:, 1-·' ;, : . . '. .. ... 􀁾􀀠t . 1-----;-' ;;. 􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀮􀀠f>l-1l '.
"l "W'• . _, 􀁟􀁴􀀭􀁾􀀠_«1•.. _. J ) ,.' . 􀁾􀁾􀀮􀀢􀀠I --. c:-., j;," I • I , .lj; 􀁾􀀠\\\It-·:' I' ! )! '. •--_._-.... --1--. 􀁾􀀠'"l. 􀁾􀀧􀀠,....l ____--.. , , 􀁾PA...../tJ!,h, HUH::..
fiAIJ 􀁾􀁎􀀧􀀭􀀧._" .. ---v 􀁾􀀠:•Ill:. '" J ... = 
APPENDIX A TEXAS SALES TAX EXEMPI10N CERTIFICATE . i EH&:A 162851950879 July 1995 i 
,/_-'r I"'It ...,/'ilI-II .' . , /TOAI sALIS TAX.DEMmON CERTIPICATI , ........ • -I '" •"'!""> I. ....... __ ..................'-",••L .. If .............__ ........ illl\'l' $ "I...................l
Iwill: 'VV ........... -I ......... ,...... 􀁾􀀠 TAl rllMlT usr If 'lLITtCAL SUlDrVlsra. a, TN .. ' I \I"' 11 lew.. INC It II I 1111........ to .... 1ft ••..,.,don Cenlflatl tit ................
I.,. Vlflilft "II.... It ... UN of """'... will til UIIII In • /IIIMIf' 0fI'Iet d'IIft d\It... 1 1ft UlII W'dflatl • ..."'"liliiii IOIIWIInicIft 1lIIY Ia "MIl Nt,...1I'IIft"'"offtn&
.. 􀀭􀀭􀀭􀀭􀀭􀁾􀁎􀁏􀁾􀁔􀁉􀀺􀀠,.... ...... __ ..................... ., ..... If ._.Af'2 1'H1I can,ICA1" DO" N01' n'OUIII. A NUMlllt 7'C U VM.fD . .....IIIIT............._ ••.,"TM .......Ib......._
.... TN! ................. !w,.... '1 II1II I' .1, Oe ......=.'11" ..n,....._..CeIIIemII...,I'IIIIIi& • III LI'III.I 
APPENDIX B SOIL BORING INFORMATION . I, EH&A 162851950879 luly 1995 
ALPHA TESTING, INC. RECORD OF 2209 Wisconsin St.. Suite 100 SUBSURFACE EXPLORATION 􀁾􀀮􀀠Dallas. Texas 75229 (214) 620-8911/)1 Clienl ESPEY. 1ItIS'l'01i & ASSOCIA'J.'BS. INC. Boring
No. B-1 Statiop 2+110. 5' JdIfi;.' 􀁁􀁲􀁣􀁨􀁾􀁥􀁣􀁬􀁬􀁅􀁮􀁧􀁩􀁮􀁥􀁥􀁲􀀠___________________ Job No. __-!1.95::..!lJOwOIL---------Project Naroe !!IT!!IfAY ROAD DBAIBAGE pROilliX'!I' Drawn
By __..JIJPI!Ie.___________ Project Localion ADDlSOR. TBXl\S Approved By _....IlD!I!.I\JL.__________ TEST DATA -: ---: ::. : ----.: : --= : : -: ----: -: -: -: ---: -: ---DRILLING AND
SAMPLING INFORMATION Dele Started 7-12-95 HaromerWl. Ibs. =u-Dele Compleled 7-12-95 Haromer Drop in. al Drill Foreman EDI Spoon Sampler 00 in. '11m.,Inspector Rock Cer. Dis. Boring Method
CFA Shelby Tube 00 SOIL CLASSIFICATION SURFACE ELEVATION Dark Brown CLAY(CH) with a trace of calcareous nodules Tan and Gray CALCAREOUS CLAY(CL) Tan weathered SHALY LIMESTONE BOl'1"OII.
OF 'rBS'.I.' BORIIIG @15' ! in. 1-'11 in. " ..01ii" 8 .,.2 '" n 􀁾􀀠o.l :::E .2' 􀀡􀁾I::t: !::! !::!:t:w 􀁾􀁾􀁉􀁌􀀠IL-' 0. "w 􀁥􀁾wlS :::E. :::Ell. >-w iJl!f 􀁩􀁊􀁬􀁾􀀠.. s ",0 0'" If.
>-'" : 1 CA --: 2 CA ! i 53 CA"-: i 7' -:4 . CA-8' -i : 5 : CA 10 --: --: 6 CA -15 _ ----: : -: ---: : : -: i ---! jj 1-co .. .!Iii g!; "'0 M i I ! K'.,: E If. 􀀢􀀢􀀢􀀬􀀬􀁾􀀠0 i c E·§0
􀁾􀀠:;l...J;:::' 􀁾􀁲􀀠􀁾􀀠:2fg!" !;. .. = 8 3.. 􀁾i i 10"" . 􀁾􀁾􀀠::>" iO.kI ii •• • a1l -'-'􀀺􀀺􀀺􀁴􀀰􀁾􀀠.. {!. !; -,n.a. . . £:••; .. : i ! SAMPLER TYPE GROUNDWATER OBSERVATIONS
BORING METHOD HSA • HOLLOW STEM AUGERS SS -STANDARD PENETRATION TEST AT COMPLETION DRY FT. CFA -CONTINUOUS FLIGHT AUGERS ST • SHELBY TUBE DC· DRIVEN CASING CA· CONTINUOUS FLIGHT AUGER
AFTER HRS. FT. MD· MUD DRILLINGRC • ROCK CORE WATER ON RODS NONE FT. 
ALPHA TESTING, INC. RECORD OF 2209 Wisconsin St., Suite 100 SUBSURFACE EXPLORA"rlON 􀁾􀀮􀀠Dallas, Texas 75229 (214) 620-8911/)1 Clien!' ESPEY« HUSTOR & ASSOCIATES« INC. Boring No. __􀀡􀀺􀀡􀁂􀀭􀀽􀀲􀀭�
�􀁓􀀲􀀮􀁴􀁡􀁾􀁴􀀺􀀮􀀻􀁩􀀡􀀮􀀡􀁯􀁬􀀱􀁮􀁉􀀮􀀮􀀮􀀮􀀳􀀡􀀶􀀺􀀺􀀺􀀡􀀺􀀫􀀲􀀹􀁩􀀡􀀮􀀵.........5,·:....JRUi'llIlJ,llbLJ;t ArcnitecIiEngineer ___________________ Job No. __􀀭􀀭􀀮􀀺􀀢􀁾􀀵􀁬􀁊􀀮􀁬􀁊􀁏􀁬􀁬􀁃􀁌􀁟_
________ Project Name IIIDIifAY ROAD DRAllIAGE PR<l.1RCT Drawn By __...IIIP!lI!..___________ Project Location ADDlSOJi. TBXM Apptoved By _-"n..M.....__________ TEST DATA SAMPLER TYPE
GROUNDWATER OBSERVATIONS SS -STANDARD PENETRATION TEST AT COMPLETION 6 FT.ST -SHELBY TUBE CA -CONTINUOUS FLIGHT AUGER AFTER HRS. FT. RC -ROCK CORE WATER ON RODS 6 FT. : : -: -: -: --=
-: --: : -= ----= : : -: -...: : -...: ------::: -DRILLING AND SAMPLING INFORMATION Dale Started 7-1.3-95 Hammer WI. Ibs. if Dale Completed 7 1.3-95 HammetDrop in. 􀁾􀁬􀀠Drill Foreman
ED! Spoon Sampler 00 in. 00 too;.. -Inspector Rock Core DIa. Boring_ CFA Shelby Tube 00 with a trace of calcareous nodul.s gravels BO'r'l'OIM OF 'fEST JI01U1iG @15' SOIL CLASSIFICATION
SURFACE ELEVATION '1'annl.sh Brown and Brown CLAY(CH) and limestone gravel -FILL Tan and Tannish Brown CALCAREOUS CLAY (CL!CH) with limestone -possible fill ! i ! , in. in. ';;!.2 Ji§
􀁾􀀠,J2 '" Sa.'" w w c "Ef-:I: :I:w -" ..J 􀀮􀁾􀀠:a'"<I-􀁩􀁾􀀠a. a.wIra. 2· ::ea. a. ,,'l!I-W <0 􀁾􀁾􀀠􀁾􀁏􀁬",0 (/)Z of. -! : 1 CA i -: 2 CA -i 5"': i 3 ,CA 6' -i -4 -= i CA --5 i CA
10 ---: --6 CA : 1.:> _ ----: : .:: -----: : ...: ::: ::: J g to.,f-II "''0-E;Zo i i Ii; ".,IS. li i8 􀁾􀀠of. "11'2 J E·--, 􀀺􀀺􀀺􀁊􀀢􀀻􀀺􀀡􀁾􀀺􀀠i c 􀁾􀀮.. 􀁾􀁩􀀺􀁩.E s= a: if '" 􀀭􀁾􀀠:5g
• :3';;:.!! '2&.. Ii; . "-􀂧􀁾􀁣􀀺􀀠􀁾􀁾􀀠.5'B 􀁾􀀠••• 􀁩􀀺􀁪􀁾􀁡􀀺􀀺􀀠! 􀀺􀀺􀀾􀀶􀁩􀁾􀀠, , ;/,.. BORING METHOD HSA -HOLLOW STEM AUGERS CFA -CONTINUOUS FLIGHT AUGERS DC -DRIVEN CASING
MD -MUD DRILLING , 
ALPHA TESTING, INC. RECORD OF 2209 Wisconsin St., Suite 100 SUBSURFACE EXPLORATION 0'/. Dallas, Texas 75229 (214) 620-8911/)1 Clrent ___􀀭􀀭􀀢􀁂􀁓􀀼􀀡􀀡􀀺􀁐􀁂􀁬􀁾􀁾... .... 80ring No.
B-3 Station 10+40, 8' Right, 􀀮􀀮􀁉􀁂􀀡􀁊􀀡􀁗􀁩􀁳􀁭􀁾􀀡􀀡􀀡􀁉􀁩􀁉􀁾􀀦􀀭􀀧􀁁􀁓􀁟􀁓􀁏􀁃􀁩􀀡􀀡􀀾􀀡􀀡􀀢􀀧􀁉􀁁􀁔􀁬􀁬􀁓􀁢􀀡􀀡􀀺􀀡􀁟􀀢􀀧􀀢􀀮􀁟􀁬􀁬􀁦􀁃􀀮􀀮􀀮􀀬􀀮􀀠􀁾____ ' ArchilecllEnginee'
____________________ Job No. __􀁾􀀹􀀬􀀮􀀻􀀵􀀢􀀧􀀴􀁉􀁊􀀰􀀮􀀡􀀱􀀰􀀱􀁟_________ Project Name .!IID!fAY ROI\D DRADlAGB PRQ,IBC'I' Drawn By ___􀁉􀁉􀁐􀁾___________ Project Location ADDlSOB.
TUIIS Approved By 􀁟􀀭􀁉􀁬􀁄􀁉􀀡􀀡􀁉􀁉􀁌􀁊􀀬􀁾__________ : : -: ------.: -: -: : -: : ---: .: : : -: : ---: -----DRILLING AND SAMPLING INFORMATION Date Started 7-l3-95 HammerWt. IbS.
p Date Completed 7 13-95 Hammer Drop in. 01 Drill Foreman BPI Spoon Sampler 00 in. ;;;Ie. Inspector Rod< Cora Dia. 80ring Method CFA Shelby Tube 00 SOIL CLASSIFICATION SURFACE ELEVATION
Brown CLAY(CH) with a trace of calcareous nodules and limestone .qravel Tan and Gray CALCAREOUS CLAY(CL) with limestone laminations Tan weathered SHALY LIMESTONE Gray SHALY LIMESTONE
􀁾OF 'rBS'l' BORDlG @lS' in. 􀁾􀀻􀀻􀀻􀀠in. c".2'" -c"08 16'" '" c!! 􀁾􀀠.. ,."-ij",,􀁾􀀠!1' 8"􀁾􀁊􀀺􀀠􀁾􀀠W 􀀮􀁾J:w 􀁾􀁷􀀠,,10 􀀼􀁾􀀠􀁾􀀻􀀻􀀡􀀠"􀁾􀀱􀀺􀀿􀀠􀁾􀁷􀀠􀁾􀁤􀀠􀁾􀀢􀀭"wo 􀁾􀁾(1)0
Q(I) 11iz (I)/: #. -::1 CA 2' -: 2 CA 4' -s': 3 CA -: 4 CA 8' --5 CA-10 -: ---6 CA --1:> _ -::-:----: : ..: ! ----------" ! 10.. 􀀧􀀻􀀻􀀻􀁾.2'S 􀁾􀁾􀀠=E So : TEST DATA 􀀮􀁾􀀠􀁾􀀠.Ii
" 􀁾􀀠.. 􀁾􀀠􀁾􀀠#. ",,"'11i E E.5􀀺􀀮􀀺􀁊􀁾􀁾􀀠􀁾􀀮􀀠!ili .. 8 '0 -=.g. c '" . ii 1!:!4= 􀂷􀁡􀀮􀁬􀁩􀁬􀁾􀀠􀁬􀁾􀁾􀀠􀀵􀁾􀀠􀁾􀁯􀀮􀀺􀁳􀀺􀀺􀀠􀁾!1S I I I!:;om jere::::lo;f'o a. ... oB 3: I
, . ,. 􀁾􀁾􀀮􀀧􀀻􀀮􀀠BORING METHOD HSA • HOLLOW STEM AUGERS CFA • CONTINUOUS FLIGHT AUGERS DC· DRIVEN CASING MD· MUD DRILLING SAMPLER TYPE GROUNDWATER OBSERVATIONS SS· STANDARD PENETRATION
TEST AT COMPLETION DRY FT.ST· SHELBY TUBE CA • CONTINUOUS FLIGHT AUGER AFTER HRS. FT. RC· ROCK CORE WATER ON RODS HOliIE FT. 
ALPHA TESTING, INC. RECORD OF JI 2209 Wisconsin St.. Suite 100 SUBSURFACE EXPLORATION 􀁾􀀬􀀠Dallas. Texas 75229 (214) 620-8911 Client ESPEY. HUSTON & ASSOCIATES, PIC. Boring No. __􀀮􀀮􀀮􀀮􀀡􀁂􀀭􀀺􀀡�
�􀀺􀀮􀀺􀀴􀀡􀀮􀀮􀀮􀀮􀀮􀀮􀀡􀁓􀀺􀀡􀀮􀀡􀁴􀁾􀁡􀀡􀀮􀀡􀁴􀁾􀁩􀁾􀁯􀀡􀀡􀁮􀁌􀀬􀀬􀀡􀀱􀀬􀀡􀀡􀀴􀁾􀀫􀀺􀁺􀀹􀀮􀁩􀀡􀀵...r.25.:·_Le!&fllt' 􀁁􀁲􀁣􀁨􀁾􀁥􀁣􀁴􀁬􀁅􀁮􀁧􀁩􀁮􀁥􀁥􀁲____________________ 0 ... __________Job
No. ___.:z9:;J5"'4...V Project Name III!l!fAY ROAD DRAT!!l\GB J>J!O.TBCT Drawn By __-"IIP"'-___________ Project Localion ADDISON, TEXAS ApprovoCl By 􀁟􀀭􀀢􀁄􀀢􀀧􀁬􀁜􀀢􀀧􀁉􀀮􀁾__________
TEST DATA BORING METHOD HSA -HOLLOW STEM AUGERS SAMPLER TYPE GROUNDWATER OBSERVATIONS SS· STANDARD PENETRATION TEST AT COMPLETION DRY FT. CFA -CONTINUOUS FLIGHT AUGERS ST· SHEL.BY TUBE
DC· DRIVEN CASING CA -CONTINUOUS FLIGHT AUGER AFTER HRS. FT. MD· MUD DRILLING RC • ROCK CORE WATER ON RODS HONE FT. : ------: : -: -.::. -: .::. ---.::. : -.::. : -.::. -: .::. ---------DRILLING
AND SAMPLING INFORMATION Dale StartoCl 􀀱􀀭􀀱􀁾􀀠25 Hammer WI. WI. Ibo. a Dale CompieloCl 1-1lH!5 Hammer Drop in. 􀁾􀁬􀀠Drill Foreman EDI Spoon Sampler 00 in. ""10mG>-Inspector Rock
Core Dia. in. ....1j Boring MethOd CIA Shelby Tube 00 in. § ....i:s SOIL CLASSIFICAnON SURFACE ELEVATION Brown CLAY(CH) with a trace of calcareous nodules Tan and Gray CALCAREOUS CLAY(CL)
with limestone laminations Tan weathered SHALY LIMESTONE with calcareous clay seams -hard below 13' BO'.l"l'OM OF 'fEST BORIlIC @15' 8 t"'" ci!! 􀁾􀀠"'10o..ij 􀁾􀀠'" 􀁾􀁾􀀠i=J: !:l w
c J:w ...J l<I;: 􀁉􀀻􀀺􀁾􀀠0.. 􀁾􀁾􀀠􀁩􀁉􀀡􀁾􀀠I!'w 􀁾􀀮􀀠d:!i&l <0 :ii= '#.(/)Q cnZ --1 CA 2' --:: 2 .CA 4' -i s..: i 3 CA --4 . CA.::. ! : 5 l CA 10 -i i--!: i --6 CA--1" _ : --::
: --:: ------: -:: , I : II-i 􀁾􀀠t:. 1O.. .... 11;.§1O 􀁵􀁾􀀠ale =Eale i ..,. I •.!!! Il.. E E 1': '#. 􀀮􀁾􀀠"" 'l! 0 i 1:! EE-e Jill :.:;:.:Jle-􀁾􀀮􀀠.!!! £..:,i i 8 􀁾􀀧􀁩􀁾Jl!:.s::..:
􀁾􀁩􀁩􀀠􀁾􀀽􀀠􀁧􀁯􀀺􀁾􀁾􀁦􀁾􀀠􀁩􀁾􀀠§ii .!lc::.... • • •􀀽􀀾􀁦􀁪􀁪􀁾􀀠o..{? 􀁑􀁾􀀠􀁾􀀠􀀺􀀺􀁬􀁾􀁯􀀺􀀠.. " .. ;::' • i i 
. ALPHA TESTING, INC. 2209 Wisconsin St.• Suite 100 􀁾􀀬􀀠Dallas, Texas 75229 W' (214) 620-8911 ' 􀁾􀁅􀁙􀀠TO SOil SynOOlS AHD ClASSIFICATIOHS THE ABBAEUIATIONS COMMONLY EMPLOYED ON EACH
"RECORD OF SUBSURFACE EXPLORATION", ON THE FIGURES AND IN THE TEXT OF THE REPORT, ARE AS FOLLOMS: SOIL OR ROCK TYPES (SHOWN IN SYMBOLS COLUMN) 􀁾􀀠IIIID [8] 􀁾􀀠rn=== .".-.􀁾􀀬􀀮􀁯􀀻􀁾􀁯􀀻􀁾􀀠CLAY
SILT SAND LIMESTONE SHALE ASPHALT/CONCRETE I II. SOIL DESCRIPTION III. RELATIUE PROPORTIONS (R) COHESIONLESS SOILS RELRT IVE DEliS ITY N, BLOWS/FT VERY LOOSE 0 TO 4 LOOSE 5 TO 10 COMPACT
11 TO 30 DENSE 31 TO 50 VERY DENSE OUER 50 (B) COHESIVE SOILS CONSISTENCY Qu, TSF VERY SOFT LESS THAN .25 SOFT .25 TO .50 FIRM .50 TO 1.00 STIFF 1.00 TO 2.00 VERY STIFF 2.00 TO 4.00
HARD OVER 4.00 PLASTICITY DEGREE OF PLASTICITY PLASTICITY INDEX NONE TO SLIGHT 0 -4 SLIGHT 5 -10 MEDIUM 11 -30 HIGH TO UERY HIGH OUER 30 NOTE: ALL SOILS CLASSIFIED ACCORDING TO THE UNIFIED
SOIL CLASSIFICATION SYSTEM <ASTM 0-2487) DESCRIPTIUE TERM PERCENT TRACE 1 -10 LITTLE 11 -20 SOME 21 -35 AND 30 -50 IU. PARTICLE SIZE IDENTIFICATION BOULDERS: -8 INCH DIAMETER OR MORE
COB8LES GRAUEL SAND SILT CLAY -3 TO 8 INCH DIRMETER -COARSE -3/4 TO 3 INCH -FINE -5.0 MM TO 3/4 INCH -COARSE -2.0 MM TO 5.0 MM -MEDIUM -0.4 MM TO 2.0 MM -FINE -0.07 MM TO 0.4 MM -0.002
MM TO 0.07 MM . -0.002 MM U· DRILLING AND SAMPLING SYMBOLS AU: AUGER SAMPLE RC: ROCK CORE TCP: TEXAS CONE PENETRATION TEST SS: SPLIT-SPOON 1 3/8" 1.0. 2"' 0.0. EXCEPT WHERE NOTED ST:
SHELBY TUBE = 3" 0.0. EXCEPT WHERE NOTED WS: WASHED SAMPLE HSA: HOLLOW STEM AUGERS CFA: CONTINUOUS FLIGHT AUGERS MD: MUD DRILLING