I I I Project Manual Including Contract Documents and Specifications For: I 1990 MISCELLANEOUS PAVEMENTI IMPROVEMENTS I for the I I I I I I I F I I MARCH 1990 I GINN, INC. CONSULTING
ENGINEERS I I 17103 PRESTON ROAD, SUITE 100, LB-1l8 DALLAS, TEXAS 75248 I 3 
Post Office Box 144, Addison, Texas 75001 STREET DEPARTMENT 16801 Westgrove (214)450·2841 FAX(Z14)931·6643 E'eb.-uary .18, 1992 Designer Homes, Inc. 5100 Bell Line Rd. 􀀧􀀲􀁾􀀴􀀠Addison,
Texas 75240 He 􀁾􀀠Los Lacs I InstallatIon 0[' the main lane pavement Hnd tirn.lnaf{<'! syst.ell1 to S<'!l-Ve Les Lacs 1. has I)!'len complpl.ed in campI iance ,;ilh lhe TONti of Addison
􀁦􀁩􀁲􀀩􀀨􀁾􀁣􀁩􀁦􀁩􀁣􀁈􀁴􀁩􀁯􀁬􀁊􀁳􀀮􀀠Lexus Ave. Len!rth 519' NidLh 27' back to hack Sherry Ln. Letl;(th 258' Nidth 27' back to back I.akecres 1. Il r-. Lenlnh -157' ""idlh 27' back
to hack P-X!!.!n ag: 􀁾􀀠185' IB" Storm Sewer"I' 22' of 2 t" Sturm Se'vet' :W2 ' ,,1' 27H St.orm Sewer 4 eacl, curb i"lets Not,,; It. is a;(r"(HI l.hal t.he 35' portion of the '1'.1'.
'" I. easement along the Nest bour,dary and ti,e tH,R' utility and drainage easement 􀁡􀁬􀁯􀁬􀁬􀁬􀁾􀀠I:h" south boundary of l.his suhd:iv.is:lOll , • .ill be maintained by lhe developer'
to prevent er'osion and allow for' stonn waler flow unli] completion of ull homos adjacent to to oasement. lipan expiration of t.he oue year' maintenance bond whi,ch becomes effective
Veul'uIH'Y J, [992, the Town of Addison wiLl <181'1 un", ro;,ponsibilily for Nork being accepted. S -f ncert:d y) 􀁾􀁰􀁨Hobin D. Jones Director 0(' 􀁓􀁬􀁲􀁾􀁈􀁴􀁳􀀠 cc: Lynn Chandler'
.. Building Offici.al ,fohn Ilauml\al"l,ner Gi ty Hngilleer ./Bruce Illis .. Inspector, Public Works 􀁌􀀨􀁾􀁧􀁥􀁮􀁤􀀠Construction, Inc. Box 606 Euless, Texus 760390606 Si te Concrete.
Inc. Box 160096 
PROJECT MANUAL INCLUDING CONTRACT DOCUMENTS AND SPECIFICATIONS FOR 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS TOWN OF ADDISON DALLAS COUNTY, TEXAS MARCH 1990 Prepared By: GINN, INC. Consulting
Engineers 17103 Preston Road Dallas, Texas 75248 
TABLE OF CONTENTS TC-1 DIVISION O-BIDDING AND CONTRACT REOOIREMENTS 00010 00020 00030 00040 00100 00110 00200 00220 00300 00410 00430 00510 00600 00610 00640 00650 00700 00800 00810
00830 00850 00900 PRE-BID INFORMATION INVITATION TO BID ADVERTISEMENT FOR BIDS BIDDERS QUALIFICATION FORMS INSTRUCTIONS TO BIDDERS GENERAL INSTRUCTIONS FOR BONDS EMPLOYMENT REQUIREMENTS
AND WAGE RATES SOIL INVESTIGATION DATA PROPOSAL AND BID FORMS BID BOND FORM SUBCONTRACTOR LISTING STANDARD FORM OF AGREEMENT PERFORMANCE BOND (PB-1 THRU PB-2) PAYMENT BOND (PB-3 THRU
PB-4) MAINTENANCE BOND CERTIFICATE OF INSURANCE GENERAL CONDITIONS OF AGREEMENT (GC-1 THRU GC-14) SUPPLEMENTARY CONDITIONS MODIFICATIONS TO GENERAL CONDITIONS SPECIFIC PROJECT REQUIREMENTS
INDEX TO DRAWINGS ADDENDA AND MODIFICATIONS DIVISION 1-GENERAL REOUIREMENTS 01010 01014 01015 01041 01045 01050 01070 01100 01152 01200 01202 01300 01310 01320 01340 01370 01410 01420
01630 01700 01720 01750 SUMMARY OF WORK WORK SEQUENCE CONTRACTOR USE OF PREMISES PROJECT COORDINATION CUTTING AND PATCHING FIELD ENGINEERING ABBREVIATIONS AND REFERENCE STANDARDS ALTERNATES
AND ALTERNATIVES APPLICATIONS FOR PAYMENT PRECONSTRUCTION CONFERENCE PROGRESS MEETINGS SUBMITTALS CONSTRUCTION SCHEDULES PROGRESS REPORTS SHOP DRAWINGS, PRODUCT DATA AND SAMPLES SCHEDULE
OF VALUES TESTING LABORATORY SERVICES RESIDENT PROJECT REPRESENTATIVE SERVICES SUBSTITUTIONS AND PRODUCT OPTIONS CONTRACT CLOSE-OUT PROJECT RECORD DRAWINGS WARRANTIES AND BONDS 1990
MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
TABLE or CONTENTS TC-2 DIVISION 2-SITEWORK 02000 STANDARD SPECIFICATIONS 02010 SPECIAL PROVISIONS 02100 SITE PREPARATION 02200 EARTHWORK 02210 SITE GRADING 02220 STRUCTURAL EXCAVATION,
FILL AND BACKFILL 02510 CONCRETE WALKS APPENDIX A -DEFINITION OF TERMS APPENDIX B -ORDINANCE NO. 085-094 AND EXCAVATION ORDINANCE NO. 084-091 APPENDIX C -WAGE RATE RESOLUTION NO. R88-091
I APPENDIX D -ORDINANCE NO. 084-051 REGULATING HOURS or CONSTRUCTION IN RESIDENTIAL AREAS I APPENDIX E -SPECIAL PROVISIONS AND SPECIFICATIONS FOR SOLID INTERLOCKING CONCRETE PAVING STONE
INSTALLATION AND REPAIR. END or SECTION 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
· ,; DIVISION 0 BIDDING AND CONTRACT REQUIREMENTS 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00010 -PRE-BID INFORMATION 00010-1 PART 1-GENERAL 1.1 GENERAL: A. The title of the project is 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS,
for the TOWN OF ADDISON, TEXAS. B. The bid opening date is Tuesday, March 27, 1990, 11:00 A.M., at Town Hall, Town of Addison. C. Plans will be available from the office of the Engineers
on Monday, March 12, 1990, after 8:00 a.m. D. Advertisement dates: Thursday, March 8, 1990 and Thursday, March 15, 1990. E. Bids will be received at the Town Hall, Town of Addison, Texas.
1. 2 LOCATION: The specific location of the project is as shown on the location map provided in the plans. 1. 3 SCOPE: A. The project consists of the repair and/or replacement of concrete
pavement at selected locations and asphalt pavement at selected locations also, along with the repair of the base and/or sub-base material as required. It includes remedial work for
specific areas with regards to drainage improvements. A decorative bridge railing will be installed after removal of existing bridge wall and columns. Installation of miscellaneous drainage
facilities at different locations to compliment the pavement repair portions of the project. Landscaping replacement and sprinkler repair or replacement will be required if destroyed
during construction. B. The project will be a unit price bid proposal. C. The project length will be 180 calendar days. 1.4 BONDS: A. A Bid Bond, in the amount of 5% of the greatest
amount bid will be required. B. A Performance Bond and a Material and Labor payment Bond will be required of the successful bidder. C. A Maintenance Bond will be required of the contractor.
1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00010 -PRE-BID INFORMATION 00010-2 1.5 QUALIFICATIONS: A. Qualifications of bidders or information that may be required are
as follows: 1. Qualifications of bidder to do work. 2. Experience record in this type work. I 3. List of equipment and manpower to be assigned to this project. 1 4. Financial statement
of firm submitting bid. I B. Other information deemed necessary for the evaluation of the bids received. 1.6 DRAWINGS AND SPECIFICATIONS: A. Drawings and specifications may be viewed
at the following locations: 1. Office of the Engineer 2. Dodge Room 3. Texas Contractor 4. Associated General Contractors B. Drawings and specifications may be purchased, only, at the
office of the Engineer. The cost of the plans and specifications is $50, non-refundable. C. No partial sets of plans or specifications may be purchased. only complete set of bidding
documents will be provided. END OF SECTION j 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 1 
DIVISION 0-BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00020 -INVITATION TO BID 00020-1 PART 1 -GENERAL Project: 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS Town of Addison, Texas Owner:
Town of Addison, Texas Engineer: Ginn, Inc.-Consulting Engineers 17103 Preston Road, suite 100, LB 118 Dallas, Texas 75248 (214) 248-4900 You are hereby invited to bid on a General Contract
for the: removal of existing reinforced concrete pavement and/or asphalt pavement; removal and replacement of base and sub-base material, as required; replacement of reinforced concrete
or asphalt pavement, concrete curbs and appurtenances; repair or installation of drainage facilities; removal and replacement of brick wall and columns adjacent to bridge; and landscaping
and sprinkler repair and replacement. The Owner will receive bids at the Town of Addison Town Hall, 5300 Belt Line Road, Addison, Texas, until 11:00 a.m. on Tuesday, March 27, 1990.
Bids received after that time will not be accepted. Bids will be opened publicly and read read aloud immediately after closing time. Drawings and specifications may be examined at the
following: Ginn, inc. Consulting Engineers Dodge Reports 17103 Preston Road, suite 100 1111 W. Mockingbird, #1200 Dallas, Texas 75248 Dallas, Texas, 75247 (214) 248-4900 (214) 358-6111
Associated General Contractors Texas Contractors 11111 Stemmons Freeway 2510 National Drive Dallas, Texas 75229 Garland, Texas 75041 (214) 241-3411 (214) 271-2693 Copies of the bidding
documents may be purchased from the office of Ginn, Inc.-Consulting Engineers upon payment of $50 for each set. Return of these documents is not required and no refund will be granted.
Checks shall be made payable to Ginn, Inc. Bid security (bid bond) in the amount of five percent (5%) of the greatest amount bid must accompany each bid in accordance with the Instructions
to Bidders. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 0-BIDpING AND CONTRACT REQUIREMENTS PAGE SECTION 00020 -INVITATION TO BID 00020-2 The Owner reserves the right to waive any informality in or to reject any and all bids if deemed
in the best interest of the Town of Addison, Texas. The bidder must guarantee his bid for a period of ninety (90) calendar days after the actual date of the opening thereof. The requirements
for bidders and contractors are explained in the Instructions to Bidders. END OF SECTION i .1 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISQN, TEXAS GINN, INC.-CONSULTING ENGINEERS
PROJECT NO. 90433 • I . i c.J 
DIVISION 0 -BIppING AND CONTRACT REOUIREMENTS PAGE SECTION 00030 -ADVERTISEMENT FOR BIDS 00030-1 Sealed proposals addressed to the TOWN OF ADDISON, Texas for 1990 􀁍􀁉􀁓􀁃􀁅􀁌􀁾􀁏􀁕􀁓􀀠PAVEMENT
IMPROVEMENTS will be received at the Town of Addison Town Hall (Council Chambers), 5300 Belt Line Road until 11:00 a.m., TUesday, March 27, 1990, and then publicly opened and read aloud.
The Instructions to Bidders, proposal Forms, Forms of Contract, Plans, Specifications and Forms of Bid Bond, Performance and Payment Bond, and other contract documents may be examined
at the following: Ginn, inc. Consulting Engineers Dodge Reports 17103 Preston Road, Suite 100 1111 W. Mockingbird, #1200 Dallas, Texas 75248 Dallas, Texas, 75247 (214) 248-4900 (214)
358-6111 Associated General Contractors Texas Contractors 11111 Stemmons Freeway 2510 National Drive Dallas, Texas 75229 Garland, Texas 75041 . (214) 241-3411 (214) 271-2693 Copies may
be obtained at the office of Ginn, Inc. for a payment of $50.00 per set, non-refundable. Bidding documents will be mailed via u. S. Mail, fourth class, upon receipt of payment, plus
$10.00 handling and shipping charge. The Owner reserves the right to waive any informalities or to reject any or all bids. Each bidder must submit two Original Bid proposals and deposit
with his bid, a security in the amount, form and subject to the conditions provided in the Instructions to Bidders. PRINCIPAL ITEMS OF WORK INCLUDED IN THIS PROJECT ARE: Approximately
9000 LF, full depth saw cut of existing pavements. Removal and replacement of approximately 3300 LF of 6" concrete curb and gutter. Approximately 1100 SY of 10" thick reinforced concrete
pavement, 4000 SY of 8" reinforced concrete pavement, 500 SY of 6" thick reinforced concrete pavement. Approximately 400 TONS of Type B and Type D HMAC pavement. Approximately 1100 SY
of flex base (crushed limestone) material. Removal of approximately 7000 SY of existing asphalt and concrete material. Approximately 4000 SY of lime stabilized subgrade preparation.
Other work includes re-sawing of traffic loops, landscaping, irrigation, inlet and storm drainage work, brick wall and column construction and other appurtenances. TOWN OF ADDISON Ron
􀁷􀁾􀁥􀁨􀁥􀁡􀁤􀀬􀀠City Manager Date Advertisement dates: March 8 and 15, 1990. Contract Documents available on Monday, March 12, 1990. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN
OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
i . J 
PAGE 00040-1 DIVISION 0 -BIDDING AND CONTRACT REQUIREMENTS SECTION 00040 -BIDDERS OUALIFICATION FORMS PART 1 -GENERAL (TO BE SUBMITTED WITH BIDS) 1.1 GENERAL: Bidder: Address: Project:
1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS TOWN OF ADDISON, TEXAS Pursuant to Contract Documents and information for prospective bidders for above mentioned proposed project, the undersigned
is submitting the information as required with the understanding that the purpose is for your confidential use only to assist in determining the qualifications of this organization to
perform the type and magnitUde of work included; and further, guarantee the trust and accuracy of all statements hereinafter made, and will accept your determination of qualifications
without prejudice. The surety herein named, any other bonding company, bank, subcontractor, supplier, or any other persons, firms or corporations with whom I/we have done business, or
who have extended any credit to me/us are hereby authorized to furnish you with any information you may request concerning me/us including but not limited to, information concerning
performance on previous work and my/our credit standing with any of them: and I/we hereby release any and all such parties from any legal responsibility whatsoever on account of having
furnished such information to you. 1.2 ITEMS TO BE FURNISHED: A. Qualification of Bidder Statement B. Experience Record C. Equipment Schedule D. Financial statement E. Affidavit 1990
MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00040 -BIDDERS QUALIFICATION FORMS 00040-2 PART 2 -PRODUCTS 2.1 GENERAL: A. Copies of forms furnished to Bidder. B. Bidder
may use own forms, provided all pertinent information is supplied. PART 3 -EXECUTION 3.1 QUALIFICATION OF BIDDER STATEMENT: A. Number of years in business as a generalcontractor:________
B. Classification of work done: ____Roadways____Concrete ____Asphalt Other (Explain: ) C. Types of work done in each classification: Roadways: Concrete: Asphalt: D. Maximum number of
contracts in excess of $10,000 under construction at one time:_________________________________ E. Approximate dollar volume of incomplete work under contract at anyone time:_________________________
________ F. List of complete projects of comparable type and magnitude of this project: Project Owner Arch/Engineer Yr. Built Contract Price G. List of incomplete projects: Project Owner
Arch/Engineer % Complete Contract Price H. Have you or any present partners or officers failed to complete a contract:_____If so, give name of ownerand/or surety;_____________________________________
________ 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00040 -BIDDERS OUALIFICATION FORMS 00040-3 I. Are there any unsatisfied demands upon you as to your accounts payable? If so,
give names, amounts and explanation:________________________________________________ J. Name and address of bank and officer for reference: K. other Credit References: L. Name and address
of Bidder's surety and name and address of agent used by Bidder: NOTE: Use additional paper if necessary. 3.2 EXPERIENCE RECORD: A. List of Projects your Organization has successfully
completed: AMOUNT OF TYPE OF DATE NAME AND ADDRESS CONTRACT AWARD WORK ACCEPTED OF OWNER B. List of Projects your Organization is now engaged in completing: AMOUNT OF TYPE OF ANTICIPATED
DATE NAME AND ADDRESS CONTRACT AWARD WORK OF COMPLETION OF OWNER C. List work: of Surety Bonds in Force on above uncompleted DATE OF CONTRACT AWARD TYPE OF BOND AMOUNT BOND OF NAME AND
ADDRESS OF SURETY 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
1 DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS SECTION 00040 -BIDDERS OUALIFICATION FORMS PAGE 00040-4 3.3 EQUIPMENT SCHEDULE: . I I A. List of Equipment owned by bidder that serviceable
condition and available for use. is in B. Portions of work Bidder proposes to sublet in case of Award of contract including amount and type: c. List of equipment, either rented or leased
by Bidder that is available for use on this project: 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 1 
DIVISION 0 -BIDDING AND CONTRACT REQUIREMENTS PAGE SECTION 00040 -BIDDERS OUALIFICATION FORKS 00040-5 3.4 FINANCIAL STATEMENT: Condition of Bidder at close of business month,_____________
ASSETS Cash on Hand $_-----In Bank Elsewhere 2. Accounts receivable from completed contracts (Exclusive of claims not approved for payment). 3. Accounts receivable from other sources
than above 4. Amounts earned on uncompleted contracts (not included in Item 3) (Contract price on completed portion of uncompleted contracts less total cost of completed portions). 5.
Deposits for bids on other guarantees 6. Notes Receivable Past Due $__________ Due 90 Days Due Later 7. Interest earned 8. Real Estate Business Property, present value $__________ other
Property, present value 9. Stocks & Bonds, listed on Exchange $_--Unlisted 10. Equipment, machinery, fixtures $_--Less Depreciation 11. other Assets TOTAL ASSETS $_---$_----$_----$_---$_----$_----$_-
---$_---$_----$______________ 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00040 -BIDDERS QUALIFICATION FORKS 00040-6 ·1 i 3.5 LIABILITIES AND NET WORTH: I1-Notes Payable to Banks Regular $ (For certified
Checks) Equipment obligations I others $_----2. Accounts Payable Current $ Past Due $,-----3. Real Estate Mortgages $,-----4. Other Liabilities $._----5. Reserves $_----6. Capital Stock
Paid Up Common $ Preferred $,-----7. Surplus $_----TOTAL LIABILITIES $._----. I ,, 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT
NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00040 -BIDDERS OUALIFICATION FORMS 00040-7 3.6 AFFIDAVIT: an individual Submitted by a partnership corporation with principal
office at To be filled in by Corporation: To be filled in by Partnership: Date incorporated Date formed Under the laws of ___________,state state whether partnership is general, limited
or associated: Executive Officer:__________________ List Members: ________________ state of_____________________________ County of___________________________ being duly sworn, deposes
and say that he is of (Title) (Name of Organization) and that the answers to the foregoing questions on the attached forms and all statements therein are true and correct; that the financial
statement, the experience record and the schedule of equipment are made a part of this affidavit as though written in full herein, and all statements and answers to questions given in
the above mentioned financial statement, experience record and schedule of equipment are true and correct. Sworn to before me this _______day of ________________,A.D., 19 Notary Public
My Commission expires: (SEAL) END OF SECTION 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
I I . I ·1 , I II . 
DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00100 -INSTRUCTIONS TO BIDDERS 00100-1 PART 1-GENERAL 1. 1 GENERAL: A. Defined Terms: Terms used in these Instructions to Bidders
which are in the General Conditions of the Construction Contract, have the meanings assigned to them in the General Conditions. Owner: Wherever the word "OWNER" is used in the specifications
and Contract Documents, it shall be understood as referring to the TOWN OF ADDISON, Addison, Texas. Engineer: Wherever the word "ENGINEER" is used in the specifications and Contract
Documents, it shall be understood as referring to Ginn, Inc., 17103 Preston Road, suite 100, LB 118, Dallas, Texas 75248, phone (214) 248-4900. Resident Project Representative: The authorized
representative of the Engineer, assigned to observe and review any or all parts of the work and the materials to be used therein, and determine that the work is in general conformance
with the contract documents and the design intent. The representative's observation does not constitute acceptance of the work, nor shall it be construed to relieve the contractor in
any way from his responsibility for the means and methods of construction or for safety on the construction site. Bidder: An individual, firm or corporation or any combination thereof,
submitting a proposal. Contractor: The individual, firm or corporation or any combination thereof, party of the second part, with which the contract is made by the TOWN OF ADDISON, Texas.
superintendent: The representative of the Contractor authorized to receive and fulfill instructions from the Engineer and who shall supervise and direct the construction. B. Documents:
Complete sets of the Bidding Documents, (full size drawings and specifications), may be obtained from the Engineer upon receipt of the required payment as stated in the Advertisement
for Bids. The payment is nonrefundable. No Bidding Documents will be issued later than four (4) days prior to the date for receipt of bids. If requested, Bidding Documents will be mailed
via U.S. Mail, Fourth Class rate, upon receipt of the required payment, plus a $10.00 handling and shipping charge. Private courier or overnight delivery service will be at the request
and sole expense of the Bidder. The Owner and Engineer assume NO responsibility for delay or failure to receive 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN,
INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REQUIREMENTS PAGE SECTION 00100 -INSTRUCTIONS TO BIDDERS 00100-2 plans sent by mail, or any other form of delivery service. Plans and specifications
may be examined at Ginn, Inc., and copies may be obtained upon providing the required payment. No partial sets of plans, specifications or proposal forms will be issued. Complete sets
of Bidding Documents shall be used in preparing Bids; neither Owner nor Engineer assume any responsibility for errors or misinterpretations resulting from the use of incomplete sets
of Bidding Documents. C. Discrepancies: Should a Bidder find any discrepancy, ambiguity, inconsistency, error or omission from the drawings, specifications or project manual or of the
site and local conditions, or be in doubt as to their written meaning, it is requested that the Bidder promptly notify the Engineer who then will send a written instruction or interpretation
to all known holders of the documents. Neither the Owner nor the Engineer will be responsible for any oral instructions. D. Addenda: Any addenda to the drawings, specifications, or project
manual issued before or during the time of bidding shall be included in the proposal and become a part of the contract. All questions by prospective bidders as to the interpretation
of the Instructions to Bidders, forms of proposal, forms of contract, drawings, specifications or bonds must be submitted, in writing, to the Engineer, at least ten (10) days before
the date set for the opening of bids. An interpretation of all questions so raised which, in the Engineer's opinion, require interpretation will be mailed to prospective bidders at the
addresses given by them no later than four (4) days before the date of the opening of bids. Failure of any bidder to receive any such addendum or interpretation shall not relieve such
bidder from any obligation under his bid as submitted. All addenda so issued shall become part of the Contract Documents. Any addenda will be mailed or delivered to all Bidders receiving
a complete set of Bidding Documents. No Addenda will be issued later than four (4) days prior to the date for receipt of bids except an Addendum, if necessary, postponing the date for
receipt of bids or withdrawing the request for bids. Each Bidder shall acknowledge on bid proposal that he has received all Addenda issued. E. Substitutions: The materials, products
and equipment described in the specifications and/or shown on the drawings establish a standard or required function, dimension, appearance and quality as required by the Engineer. NO
SUBSTITUTIONS WILL BE CONSIDERED DURING BIDDING. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00100 -INSTRUCTIONS TO BIDDERS 00100-3 F. Work to be done: The work to be done under this contract is described in the specifications
and shall be done in accordance with the contract drawing and specifications prepared by Ginn, Inc. -Consulting Engineers, Dallas, Texas. 1.2 BIDDING: A. Method of Bidding: The proposal
provides for quotation of a price, or prices, for one or more bid items, which may be lump sum bid prices, alternate bid prices, or a combination thereof. No payment will be made for
items not set up on the proposal, unless otherwise provided by contract amendment. All Bidders are cautioned that they should include in the prices quoted for the various bid items all
necessary allowances for the performance of all work required for the satisfactory completion of the project. B. Subcontracts: The bidder is specifically advised that any person, firm
or other party to whom it is proposed to award a subcontract under this contract must be acceptable to the Owner. It is further required that the name of the mechanical and electrical
subcontractors and any other listed subcontractor be noted on the proposal form in the blank space provided. Failure to list these will be sufficient grounds to reject the proposal.
1.3 BID SECURITY: A. Bid Security shall be made payable to the Owner in an amount of five percent (5%) of the Bidder's maximum Bid price and in the form of certified or bank check or
a Bid Bond issued by a Surety Company, licensed to transact such business in the State of Texas and listed on the current Treasury Department Circular No. 570. B. The Bid Security of
the Successful Bidder and those of the three (3) lowest responsible and eligible bidders will be retained until the successful Bidder has executed the Agreement and furnished the required
Contract Security, whereupon they will be returned. All bid securities will be returned on the execution of the contract or, if no award is made, within ninety (90) days after the actual
date of of the opening thereof unless forfeited under the conditions herein stipulated. C. In case a party to whom a Contract is awarded shall fail or neglect to execute the Contract
and furnish the satisfactory bonds within the time stipulated, the Owner may determine that the bidder has abandoned the Contract and, thereupon, the proposal and acceptance shall be
null and void and the bid security accompanying the proposal shall be forfeited to the Owner as liquidated damages for such failure or neglect and to indemnify said Owner for any loss
which may be 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 0 -BIDDING AND CQNTRACT REQUIREMENTS PAGE SECTION 00100 -INSTRUCTIONS TO BIDDERS 00100-4 sustained by failure of the bidder to execute the Contract and furnish the bonds as
aforesaid, provided that in case of death, disability or other unforeseen circumstances affecting the bidder, such bid security may be returned to him. After execution of the contract
and acceptance of the bonds by the Owner, the bid security accompanying the proposal of the successful bidder will be returned. 1.4 QUALIFICATION OF BIDDERS: A. To demonstrate qualifications
to perform the Work, each Bidder shall be required to submit written evidence, of the types set forth in section 00040 -Bidders Qualifications, such as financial data, previous experience
and evidence of Bidder's qualification to do business in The state of Texas or covenant to obtain such qualification prior to award of the contract. B. Additionally, all Bidders shall
be prepared to show that they are skilled,experienced in, and have been regularly engaged in in the type of construction involved and that they have the necessary financial resources to finish the Work in a proper and satisfactory
manner in the time specified. C. The Engineer and Owner reserve the right to require documented evidence of the foregoing from the Contractor prior to award of the contract. D. The Owner
may make such investigations as it deems necessary to determine the ability of the bidder to perform the work and the bidder shall furnish to the Owner such information and data for
this purpose. The Owner reserves the right to reject any proposal if the evidence submitted by or the investigation of such bidder fails to satisfy the Owner that such bidder is properly
qualified to carry out the obligations of the Contract and to complete the work contemplated therein. The Owner reserves the right to reject any or all proposals bids if it would be
in the public interest to do so. A proposal which includes for any item a bid that is abnormally low or high may be rejected as unbalanced. E. The The investigations of a bidder will
seek to determine whether the organization is adequate in size and experience and whether available equipment and financial resources are adequate to assure the Owner that the work will
be completed at a rate consistent with the completion date set forth in the proposal. The amount of other work to which the bidder is committed will also be a consideration in establishing
that a contractor is a "responsible and eligible bidder" in conformity with the requirements of the Contract. , . ! i 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS
GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 1 I 
DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00100 -INSTRUCTIONS TO BIDDERS 00100-5 1.5 EXAMINATION OF CONTRACT DOCUMENTS AND SITE: A. Conditions of Work: Each Bidder must
fully inform himself of the conditions relating to construction of the project and employment of labor thereon. Failure to do so will not relieve a Successful Bidder of his obligation
to furnish all material and labor necessary to carry out the provisions of his contract. Insofar as possible, the Contractor must employ methods or means to cause no interruption of
or interference with the work of any other contractor. B. Examination of site: All Bidders, including the general Contractor and subcontractors shall examine carefully the site of the
Work to acquaint himself with working conditions and all. difficulties that may be involved therein, and shall examine c<lrefully all drawings, specifications and other Contract Documents
to familiarize himself with all of the requirements, terms and conditions thereof. Any information information relating to the Work furnished by the Owner or others, or failure to make
these examinations shall in no way relieve any Bidder from the responsibility of fulfilling all of the terms of the contract, if awarded a contract. Also, failure to visit the site will
in no way relieve the Successful Bidder from furnishing any materials or performing any work required to complete Work in accordance with drawings and project manual without additional
cost to the Owner. C. Laws, Regulations, Permits and Taxes: The Bidder's attention is directed to the fact that all applicable state laws, municipal ordinances, rules and regulations
of all authorities having jurisdiction over construction of the project shall apply to the contract throughout, and they shall be deemed to be included in the contract the same as though
herein written out in full as a part of these documents. Contractor shall secure, and include compensation for, in his proposal, all permits and all required taxes which are levied by
governing bodies and which are assessable upon labor and materials entering into this Work. D. Before submitting his Bid each Bidder may, at his own expense, make such investigations
and tests of the site as the Bidder may deem necessary to determine his Bid for performance of the Work in accordance with the time, price and other terms and conditions of the Contract
Documents. E. On request, Owner will provide each Bidder access to the site to conduct such investigations and tests as each Bidder deems necessary for submission of his Bid. F. The
lands upon which the Work is to be performed, rights-ofway for access thereto and other lands designated for use by Contractor in performing the Work are identified in the General Conditions,
General Requirements or Drawings. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REQUIREMENTS PAGE SECTION 00100 -INSTRUCTIONS TO BIDDERS 00100-6 G. If project is bid, based upon unit price bidding, bidder shall be advised that: the
quantities of work or materials as set forth in the proposal form or on the plans are a calculated approximation and are for the purpose of comparing the Bids on a uniform basis. payment
will be made by the Owner to the Contractor only for the actual quantities of work performed or materials furnished in accordance with the contract. The quantity of work to be done and
materials to be furnished may be increased or decreased as hereinafter provided. H. Obligation of Bidder: At the time of opening of bids, each 1Bidder will be presumed to have inspected
the site and to have read and be thoroughly familiar with the drawings, specifications and the project manual, including all addenda. The submission of Bid will constitute an incontrovertible
representation by the Bidder that he has complied with every requirement of this section, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding
of all terms and conditions for performance of the Work. 1. No allowance will be made for any claim that the proposal is based upon incomplete information as to the nature and character
of the site or the work involved. Conditional proposals will not be accepted. 1.6 BID PROPOSALS: A. General: The Bidder shall submit two original Bid proposals based exactly on the documents
as issued. No substitutions, revisions or omissions from the plans and/or specifications will be accepted unless authorized in writing by the Engineer. The proposal form is attached
hereto; additional copies may be obtained from the Engineer, to those bidders who have purchased a complete set of bidding documents. Bid proposals must be completed in ink or by typewriter.
The Bid price of each item on the form must be stated in words and numerals; in case of a conflict, words will take precedence. The Bid proposal must be signed with the full name of
the Contractor and his address) if a partnership, by a member of the firm with the name and address of each member; if a corporation, by an officer thereof, the corporate name, and have
a corporate seal affixed. B. Form: Make all proposals on forms provided and fill all applicable blank spaces without interlineation, alteration or erasure and must not contain recapitulation
of the Work to be done. No oral, telegraphic, or telephonic proposals 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433

DIVISION 0 -BIDDING AND CONTRACT REQUIREMENTS PAGE SECTION 00100 -INSTRUCTIONS TO BIDDERS 00100-7 will be considered. Any addenda issued during the bidding shall be noted on the proposal
form. C. Submittal: Each Bidder shall submit two copies of his Bid completely and properly executed on proposal forms provided. Each Bid, without the "Specifications and contract Documents",
shall be enclosed in a separate sealed envelope, with the words "Bid for" followed by the project title and the Bidder's name and address, and accompanied by the Bid Security and other
required documents. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the
face thereof. SPECIFICATIONS AND CONTRACT DOCUMENTS SHALL NOT BE RETURNED WITH THE BIDS. D. Telegraphic Modifications: Any Bidder may modify his Bid by telegraphic communication at any
time provided such communication is received by the Owner prior to the scheduled closing time. Written confirmation must be received within two days from the closing time or no consideration
will be given the telegraph modifications. E. withdrawal: If, within twenty-four hours after Bids are opened, any Bidder files a duly signed written notice with Owner and promptly thereafter
demonstrates to the reasonable satisfaction of Owner that there was a material and substantial mistake in the preparation of his Bid, that Bidder may withdraw his Bid and the Bid Security
will be returned. Thereafter, that Bidder will be disqualified from further bidding on the Work. 1.7 OPENING OF BIDS: A. The TOWN OF ADDISON, Texas (herein called the "Owner") invites
all Bids on the form attached hereto, all blanks of which must be appropriately filled in. Bids will be received by the Owner at time and place stated in section 00030 -Advertisement
For Bids, and then at said location publicly opened and read aloud. The envelopes containing the Bids must be sealed, addressed to the TOWN OF ADDISON, and designated as "Bid for 1990
MISCELLANEOUS PAVEMENT IMPROVEMENTS FOR THE TOWN OF ADDISON, TEXAS B. When Bids are opened publicly they will be read aloud, and an abstract of the amounts of the base Bids and major
alternates (if any) will be made available after the opening of Bids on a bid tabulation sheet sent to all bidders. 1.B BIDS TO REMAIN OPEN: All Bids shall remain open for ninety (90)
days after the day of Bid Opening, but Owner may, in his sole discretion, 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO.
90433 
DIVISION 0 -BIDDING AND CONTRACT REOUlREMENTS PAGE SECTION 00100 -INSTRUCTIONS TO BIDDERS 00100-8 release any Bid and return the Bid security prior to that date. 1.9 CONTRACT AWARD:
A. OWner reserves the right to reject any and all Bids, to waive any and all informalities and to negotiate contract terms with the Successful Bidder, and the right to disregard all
non-conforming, non-responsive or conditional Bids. Discrepancies between words and figures will be resolved in favor of words. Discrepancies between the indicated sum of any column
of figures and the correct sum thereof will be resolved in favor of the correct sum. B. In evaluating Bids, Owner shall consider the qualifications I of the Bidders, whether or not the
Bids comply with the prescribed requirements, and alternates and unit prices if requested in the Bid forms. It is the Owner's intent to .jaccept alternates (if any are accepted) in the
order in which they are listed in the Bid form, but Owner may accept them in any order or combination. C. Owner may consider the qualifications and experience of subcontractors and other
persons and organizations (including those who are to furnish the principal items of material or equipment) proposed for those portions of the Work as to which the identity of subcontractors
and other persons and organizations must be submitted as provided in the Supplementary conditions. Operating costs, maintenance considerations, performance data and guarantees of materials
and equipment may also be considered by Owner. D. Owner may conduct such investigations as he deems necessary to assist in the evaluation of any Bid and to establish the responsibility,
qualifications and financial ability of Bidders, proposed subcontractors and other persons and organizations to do the Work in accordance with the Contract Documents to Owner's satisfaction
within the prescribed time. E. Owner reserves the right to reject the Bid of any Bidder who does not pass any such evaluation to Owner's satisfaction. F. If the contract is to be awarded
awarded it will be awarded to the lowest Bidder whose evaluation by Owner indicated to Owner that the award will be in the best interests of the project. G. If the contract is to be
awarded, Owner will give the Successful Bidder a Notice of Award within ninety (90) days after the day of the Bid opening. H. After award of contract to Successful Bidder, the Contractor
shall agree to begin work within ten (10) calendar days after the date of "Notice to Proceed" of the Owner and to 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN,
INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00100 -INSTRUCTIONS TO BIDDERS 00100-9 fully complete the project within the stated number of consecutive calendar days thereafter
as stipulated on the bid proposal and agreement between Owner and Contractor. 1.10 LIQUIDATED DAMAGES FOR FAILURE TO ENTER INTO CONTRACT: In the event the Bidder's proposal is accepted,
and he fails or refuses to enter into the contract and furnish the required Performance and Payment Bonds within fifteen (15) days after he has received notice of the acceptance of his
Bid, unless given a written extension of time by the Owner, then the Bidder will be considered as having abandoned his proposal and his Bid Security will be retained by the Owner as
liquidated damages, IT NOW BEING AGREED that the specified sum of the Bid Security is a fair estimate of the amount of damages that the Owner will sustain in case the Bidder fails to
enter into the contract and furnish the Performance and Payment Bonds within the time stated in the proposal. 1.11 CONTRACT TIME: A. The number of days within which, or the date by which,
the Work is to be completed (the Contract Time) is set forth in the Bid Form and will be included in the Agreement. The Contract Time for this project is: ONE HUNDRED AND EIGHTY (180)
CALENDAR DAYS B. Extension of time of completion will be permissible in accordance with section 4.02 of General Conditions of Agreement. 1.12 LIQUIDATED DAMAGES: Provisions for liquidated
damages are set forth in the Proposal. Liquidated damages for this project are: FIVE HUNDRED DOLLARS ($500.00) PER CALENDAR DAY 1.13 SUBCONTRACTORS, ETC.: A. The apparent Successful
Bidder, and any other Bidder so requested will, within seven (7) days after requested by the Owner, submit to the Owner a list of all the suppliers, subcontractors and other persons
and organizations (including those who are to furnish the principal items of material and equipment) proposed for those portions of the Work as to which such identification is so required.
Such list shall be accompanied by an experience statement with pertinent information as to similar projects and other evidence of qualification for each such Subcontractor, person and
organization if requested by the Owner. If Owner or 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REQUIREMENTS PAGE SECTION 00100 -INSTRUCTIONS TO BIDDERS 00100-10 Engineer after due investigation has reasonable objection to any proposed Subcontractor,
other person or organization, either may before giving the Notice of Award request the apparent Successful Bidder to submit an acceptable substitute without an increase to Bid price.
If the apparent Successful Bidder declines to make any such substitution, the Contract shall not be awarded to such Bidder, but his declining to make any such substitution will not constitute
grounds for sacrificing his Bid security. Any Subcontractor, other person or organization so listed and to whom Owner or Engineer does not make written objection prior to the giving
of the Notice of Award will be deemed acceptable to Owner and Engineer. B. No contractor shall be required to employ any Subcontractor, other person or organization against whom he has
reasonable objection. 1.14 PERFORMANCE AND OTHER BONDS: A. Security for Faithful Performance: Simultaneously with his delivery of the executed contract, the Contractor shall furnish
a surety bond or bonds as security for faithful performance of this contract and for the payment of all persons performing labor on the project under the contract and furnish materials
in connection with this contract. The surety on such bond or bonds shall be by a duly authorized surety company, satisfactory to the owner, if requested by the Bidder. Bonds shall remain
in effect through the guarantee period unless otherwise required by State Law. Seal impressions will be required on all bonds submitted to Owner. B. Power of Attorney: Attorneys-in-fact,
who sign contract bonds, must file with each bond a certified and effectively dated copy of their power of attorney. C. Laws and Regulations: The bidder's attention is directed to the
fact that all applicable state laws, municipal ordinances and the rules and regulations of all authorities having jurisdiction over construction of the project shall apply to the contract
throughout and they will be deemed to be included in the Contract the same as though herein written out in full. 1.15 SIGNING OF AGREEMENT: When OWner gives a Notice of Award to the
Successful Bidder, it will be accompanied by at least six unsigned counterparts of the Agreement and all other Contract Documents. Within fifteen (15) days thereafter, Contractor shall
sign and deliver at least six 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 1 I 1 
I DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00100 -INSTRUCTIONS TO BIDDERS 00100-11 counterparts of the Agreement to Owner with all other Contract Documents attached.
Within ten (10) days thereafterI Owner will deliver all fully signed counterparts to contractor. Engineer will identify those portions of the Contract Documents not fully signed by Owner
and Contractor and such identification shall be binding on all parties. END OF SECTION , I 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS
PROJECT NO. 90433 
I I 1 1 I I I i 
DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00110 -GENERAL INSTRUCTIONS FOR BONDS 00110-1 PART 1-GENERAL 1.1 GENERAL A. The surety on each bond must be a responsible surety
company which is qualified to do business in Texas and satisfactory to the OWner. B. The name, including full Christian name, and residence of each individual party to the bond shall
be inserted in the body thereof, and each such party shall sign the bond with his usual signature on the line opposite the scroll seal, and if signed in Maine, Massachusetts or New Hampshire,
an adhesive seal shall be affixed opposite the signature. C. If the principals are partners, their individual names will appear in the body of the bond, with the recital that they are
partners composing a firm, naming it, and all the members of the firm shall execute the bond as individuals. D. The signature of a witness shall appear in the appropriate place, attesting
the signature of each individual party to the bond. E. If the principal or surety is a corporation, the name of the state in which incorporated shall be inserted in the appropriate place
in the body of the bond, and said instrument shall be executed and attested under the corporate seal, the fact shall be stated, in which case a scroll or adhesive seal shall appear following
the corporate name. F. The official character and authority of the person or persons executing the bond for the principal, if a corporation, shall be certified by the secretary or assistant
secretary according to the form attached hereto. In lieu of such certificate, records of the corporation as will show the official character and authority of the officer signing, duly
certified by the secretary or assistant secretary, under the corporate seal, to be true copies. G. The date of this bond must not be prior to the date of the contract in connection with
which it is given. H. Amounts of bonds shall be as set forth in Paragraph 3.10 of the General Conditions. END OF SECTION 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS
GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
" 1, i "I " 1 "" I " ! 
DIVISION 0 -BIDDING AND CONTRACT REQUIREMENTS PAGE SECTION 00200 -EMPLOYMENT REQUIREMENTS AND WAGE RATES 00200-1 PART 1-GENERAL 1.1 GENERAL: A. This contract shall be based upon payment
by Contractor and his Subcontractors of wage rates not less than the general prevailing rate of per diem wages for work of a similar character in the locality in which the Work is performed,
and not less than the general prevailing rate of per diem wages for legal holiday and overtime work. B. Contractor shall comply with all requirements of the prevailing wage law of the
State of Texas, Texas Revised Civil statues, article 5159a, including the latest amendments thereto. C. The prevailing wage law does not prohibit payment of more than the general prevailing
rate of wages. 1. 2 RECORDS: Contractor and each Subcontractor shall keep an accurate record showing the names and occupations of all laborers, workmen, and mechanics employed, together
with the actual wages paid to each worker. At all reasonable hours, such records shall be open to inspection by the representatives of the Owner. 1.3 PENALTY: In case Contractor or any
Subcontractor fails to comply with the prevailing wage law, by statutory authority contractor shall forfeit to Owner $10.00 per day for each laborer, workman, or mechanic who is paid
less than the specified rate. 1.4 HOURS OF LABOR: A. Contractor shall comply with all requirements of the hours of work on public works law of the state of Texas, Texas Revised Civil
Statutes, articles 5165.1 to 5165.3, including the latest amendments thereto. B. *It is unlawful for contractor or any of his Subcontractors to require or permit any laborer, workman,
or mechanic to work more than 8 hours per calendar day, except in cases of emergency. Texas Revised Civil statutes, article 5165.2. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF
ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00200 -EMPLOYMENT REOUIREMENTS AND WAGE RATES 00200-2 "J 1.5 VETERANS PREFERENCE: Pursuant to Texas Revised Civil statutes,
article 4413 (31), Contractor shall give 1 preference in employment to honorably discharged veterans lwho were engaged in the services of the united states in time of war or conflict
and who are and have been citizens 1 of Texas for not less than 5 years. · I 1.6 WAGE DETERMINATION: The following prevailing wage rate determination made by Owner is applicable to this
contract. • 1 1 END OF SECTION 1 1 I I · J I I 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
ACC or 1.'BJ:l\8 IIIGHIIIIV. IIBAVY, UTILI'l'IBIl " IBDUaTRIAL llRAJICH III1PftllBlIR 1!/88 IIAGII nIlTI!S 􀁐􀁾􀁉􀁄􀀠ron IIIGIII'"Y-UBIIVT CO.9TRUCTIOII AlII> PAVrBG 1.110 IITILITIIIS
IACII>ZRTIIL TO GlnllSAAL BUILDIIIC COIISTnUCTIOP. :tOKI: 36. WIIICII, IIICLUDIIS, DALLAS COUNTY "F,XAS tJ,UQiUatloll Unurly nate 􀁃􀁉􀁾••􀁬􀁦􀁬􀁣􀁾􀀮􀁾􀁴􀁾􀁬􀁾􀁯􀁾􀁮􀁾______􀁾􀁈􀁵􀁯􀁵􀁵􀁾􀁲􀁾􀁬􀁾􀁙�
�􀀭􀁮􀁒􀁾􀀮􀁾􀁴􀂣􀀮􀀠Air Too} Optrator '/. SI'> 􀁾EQVlrHIRT OPERAToRe. COIIT. A.phalt Iitater Operntor II. 00 Asphalt n.hr 9.00 noll.r. Steel Kheel IOther 8.05 Asphalt Shoveler 8.25
Fiat Wheel or r••plog, 8etching Plant Scale Operator 6.50 Roller. Pnau_atle ISelf 7.10 8Rtterbo6rd Setter e.45 Propelled) 􀁃􀀮􀁲􀁰􀁥􀁮􀁴􀁥􀁲􀁾􀀠nough 9. Ie 􀁓􀁯􀁲􀁡􀁰􀁥􀁲􀁾􀀠/17 CV &
L••• ) 7.90 Carpenter Helper, Rouqh 7.10 Scrap.rs lover 17 CV) 8.30 Concrete Flni.her (Pov) 9.20 Self-propelled HaDDer G.eQ Concrete Finisher Illpr. (POY) 7.40 Side 0001'1 6.00 Concrete;
􀀮􀂷􀁩􀁮􀁴􀁾􀁨􀁥􀁲􀀠(Strs) 6.90 Traetor (t'rawler) 15011P & 8.00 Concrete 􀁆􀁬􀁮􀁬􀀮􀁨􀁾􀁾􀁲􀀠nlpr. (Stre) 6.90 Lela Concrete Rubber 7.00, Tractor It'rallhr} 􀁏􀁶􀁥􀁾􀀠1S011P n.30 Elect.ricinn
12.25 Tractor 􀁉􀁐􀁮􀀮􀁵􀁾􀀮􀁴􀁬􀀮􀀩􀀠80HP & 7.35 Electrician 􀁬􀁉􀁾􀁬􀁰􀀨􀀡􀁲􀀠(Sr.) 10.20 Le .. Electricinn 􀁕􀁾􀁬􀁰􀁥􀁲􀀠(Jr., n.75 TrActor IPnellmatlc) Over 7.40 􀁲􀁯􀁲􀁾􀀠􀀸􀁵􀁪􀁬􀁤􀁾􀁲􀀠eStrs)
0.20 6n IIr Form BUilder nelper (Str.) &.90 Trav.lIng Hl.er 7.25 Form Liner (Pav & curb) 0.50 Trenclling Hach1ne l LIght 7.80 Form Setter (Pav & Curb) D.55 Trenching lIochlne. Heoyy
6.00 ror.. Setter IUpr. IPav & Curb) 'LS0 Re!nforcln9 Ste.l Set.ter 7.00 ror_ Setter (Str,) 6.10 (Pavlllll) fO[1I Setler Uelper (St.r5' •. ao 'RelnforclnlJ StoOl Set.tel' '.60 Laborer,
Cot:\Ul'lon 6.10 (stre! Laborer. Utility 7.05 Ilelnforclng s:teel Setter 7.20 Mechanic 10.00 Uell>er lIechanie lIelp.r 0.90 Sign Erector 6.30 Oller 8.5\) 519n Crector Helper 7.10 Servlcer
7.55 Spreader OOX Operator 7.30 PDinter (lare) H).00 P1pelayer 7.45 Plpelayer H.lp.r 6.50 Pneumatic Noctar Op<'!rator 6.00 SlnQle Axle. LiQht 7.15 SlnQle Axle. Ueoyy 7.40 ronm llQUlPl!lIll.
OPEIUITOnS, 􀁔􀁡􀁮􀁾􀁥􀁭􀀠Axle or Seattratler 7.15 LOllboy-float 7.90 Asphalt DI.trlbutor 7.05 Tunon lIix 7.20 Asphalt Pav1ng lIach1ne 0.95 Winch 7.00 Broo= or Sweeper Oper 8.75 lIulldotH.
150 liP (, le•• 0.05 Kolder 9.65 Dulldoter. Over 150 II. 9.05 I'hqvor 5.75 ConOfi!te Pnv. 􀁣􀁵􀁲􀁾􀁮􀁱􀀠)tllch1nC! 6.40 HIll1nQ Machine Operator 8.05 ConcrHe Pav. Flnhhln9 linch. 9.05
Concrete Pay. 'ora crnder 9.7S Conerote,Pav. Joint lI.chine 0.00 CuntfoctOt shall earn))l)' 􀀱􀁾􀁊􀀮􀁴􀁨􀀠State nnd Concrete Paving Saw 8.30 "'cdcfnl In\ls nPI,Ucahlc t('l touch ,",ark.
Concrete PavIng Spreader S.G0 9.10 The above :lTe ",hlltllu"" rates. tJtddet"ll shaHCrnne, Cla,uJhell, Backhoe, base theft' bids on rates tlley expect toDorriex, Oreg11ne, Shovel PDY
if In ekcesS of tllose listed. The(Ie•• than 1 1/2 tV) Crane. Clamnhell. Dao.hoe, UWllCr !.rill t Ittll cOl\sf,ter 􀁥􀁬􀁴􀁜􀁨􀁾􀀧􀁬􀀠for ('I\trd Den1cK, llul/11na, Shovel tl:lYWlI'lIt
ttt t 'w CHill n1l'll1l' (tH tIITHnut nf 11 1/2 CY" over, pnYlnont of ";lllCS hinher thnn n1tove Crusher or Scrn'v Plant Oper. 6.00 6IH,clf1etl. Fora Loader 6.40 Foundation Drill opexator
10.1'15 Any work 11crr('crmod by any Inhurt<r, \lurktl'lan ITruck HounToed) or mechtmic in e)tcess of forty ("'0) hours Front tnd Loader 8.311 per wek ur 'Whu-IoIOrk on ler.n1 hul1dnY5
12 1/2 CY (, I •••! sholl be poid for 'at one nnd une-h:TIl f Front end Loader 0.95 (l_1,t) times the res.olDf Tate. lOver 2 112 cn lIi.er (16 cr (, Le•• ) 6.60 Hotot 􀁇􀁲􀁥􀁾􀁾􀀠􀁏􀁄􀁾􀁲􀁦􀁴􀁔􀁮􀁲􀁟
􀀠Fin. 􀁾􀀮􀀷􀀵􀀠 
· . I '1 1 , I ·1 J ·1 i , I · I I · I 
DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00220 -SOIL INVESTIGATION DATA 00220-1 PART 1 -GENERAL 1.1 GENERAL: A. Soil investigation report has been prepared for the
project. The report was obtained by the Engineer for his own use in designing the project. Its accuracy or completeness is not guaranteed by the Owner or the Engineer and in no event
is it to be considered as part of the contract plans or specifications. Contractor shall not rely on subsurface information obtained from Engineer, or from Owner, when preparing his
bid. B. Bidder should visit the site and acquaint himself with conditions prior to bidding • Additionally, the Bidder/Contractor may make his own investigation of existing subsurface
conditions. Neither the Owner, nor the Engineer will be responsible in any way for the additional compensation for additional work performed under the contract due to Contractor's assumptions
based on subsoil data prepared solely for Engineer's use. C. Copies of the report for the project area may be inspected at the Engineer's office. It is available for information only
and is not a warranty of subsurface conditions on this project. The data is available for review by bidding contractors upon written request. Requests are required to be in the following
form: "Please forward copy of the report for the Street Pavement Repair Investigation for the Town of Addison. The contracting firm herein named releases the Owner and Engineer from
any responsibility or obligation as to its accuracy or completeness or for any additional compensation for work performed under the Project contract due to assumptions based on use of
such furnished information." PART 2 -PRODUCTS Not Used PART 3 -EXECUTION Not Used END OF SECTION 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING
ENGINEERS PROJECT NO. 90433 
'J , i ,I 1 1 􀁾􀀬􀀠J J ] 1 1 j , 1 I , I 1 i . , 1 I ) j 
DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00300 -PROPOSAL AND BID FORM 00300-1 FOR: 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS TOWN OF ADDISON, TEXAS TO: TOWN OF ADDISON
(hereinafter called "OWNER") P.O. BOX 144 ADDISON, TEXAS 75001 BIDDER:_________________________________________________________ Gentlemen: The BIDDER,in compliance with your invitation for bids for the above referenced project, having examined the plans and specifications with related documents and the site of the proposed work, and
being familiar with all of the conditions surrounding the construction of the proposed project including the availability of materials and labor, hereby proposes to furnish all labor,
materials, and supplies, and to construct the project in accordance with the contract Documents, of which this proposal is a part. The undersigned, as BIDDER, declares that the only
person or parties interested in this proposal as principals are those named herein, that this proposal is made without collusion with any other person, firm or corporation; that he has
carefully examined the form of Contract, Notice to Bidders, Specifications, and the Plans herein referred to and has carefully examined the locations, conditions and classes of materials
called for in the contract and Specifications in the manner prescribed and according to the requirements of the Owner as herein set forth. It is understood that the following quantities
of work to be done at unit prices are approximate only, and are intended principally to serve as a guide in evaluating bids. Payments for such items will be made on the basis of the
actual quantity incorporated in the work. It is further agreed that the quantities of work to be done at unit prices and material to be furnished may be increased or diminished as may
be considered necessary to complete the work fully as planned and contemplated, and that all quantities of work whether increased or decreased are to be performed at the unit prices
set forth below, except as provided for in the Specifications. It is further agreed that lump sum prices may be increased to cover additional work ordered by the OWNER, but not shown
on the Plans or required by the Specifications, in accordance with the provisions of the General Conditions. Similarly, they may be decreased to cover deletion of work so ordered. 1990
MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REQUIREMENTS PAGE 1 SECTION 00300 -PROPOSAL AND BID FORM 00300-2 I BIDDER hereby agrees to commence work under this contract on or before a date to be
specified in written "Notice to Proceed" by the OWNER and to fully complete the project within 180 consecutive calendar days thereafter as stipulated in the Specifications. BIDDER further
agrees to pay as liquidated 1 jdamages, the sum of $500.00 for each consecutive calendar day thereafter as hereinafter provided in Paragraph 1.4, E of the special Conditions. Accompanying
this proposal is a (Certified or Cashier's Check payable to the Town of Addison) (Bid Bond) in the amount of 􀀨􀀤􀀮􀀬􀀮􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀺􀁲􀀭􀀭􀀺􀀻􀁣􀀭􀀻􀀭􀀭􀀭􀀭􀀬􀀭􀀭􀀽􀀭􀀭􀀭􀀭􀀻􀁣􀀭􀀺􀀽􀀭􀀭􀀭􀀻􀀻􀀭􀀭
􀀺􀀻􀀺􀀺􀀮􀀬􀀭􀀭􀀭􀀽􀀭􀀺􀀭􀀺􀀭􀀭􀀭􀀭􀀺􀀭􀁯􀁾􀀽􀀽􀁟􀀻􀁟􀁟􀀺􀀻􀁟􀀺􀀻􀁟􀀭􀀭􀀭􀀩􀀠,which is five percent (5%) of the greatest amount bid. BIDDER acknowledges receipt of the following addendum:
(If non-issued, indicate N/A) ADDENDA iI DATE 1 ..JADDENDA iI DATE ADDENDA ADDENDA iI DATE 1 j ADDENDA iI DATE 1 SUBCONTRACTORS: j BIDDER shall list below principal subcontractors proposed
for use on this project: ADDRESS PHONE NO. · ; Traffic Barricade Supplier Concrete Pavement · ) j Asphalt Pavement .J -1 Landscape, Licensed Irrigator 1 BIDDER agrees to perform all
the work described in the · , Specifications as shown on the Plans for the following · 1 unit prices: ,I (Amounts are to be shown in both words and figures. In case of discrepancy, the
amount shown in words will govern.) I · 1 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
------------DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00300 -PROPOSAL AND BID FORM 00300-3 BELT LINE ROAD -MARSH LANE TO DALLAS NORTH TOLLWAY Item I Description 1 Appr.
I Unit I Unit I Unit Price I Total I No. Qty. I Price I 􀁾􀁲􀁩􀁴􀁴􀁥􀁮􀀠I For Item 􀀽􀀽􀀻􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀺􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽
􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠104.1 􀁓􀁁􀁾􀁃􀁕􀁔􀀠EXIST. PAVEMENT '4000 1 LF' 1 1 ____I _I I 104.2 REMOVE OLD PAVEMENT 11200 SY 1
I_1_______1_: I 110.1 ROADIIAY EXCAVATION 100 I CY I I (DENSITY CONTROL) I' ----------_!_--------_. 360.1 110" REINL CONCRETE 11100 I Sf I __I PAVEMENT, 3000 PSI,2 DAYS! 1__1 I 360.4
I6" INTEGRAL CONC. CURB I 425 I_L_F_ II3000 PSI, 2 DAYS 360.5 6" DOIIELED CURB & GUTTER 280 I LF_I II 1 I530.1 1 CONCRETE SIDEIIALK 4" THICK (3000 PSI) 20 􀁉􀁾􀁉􀁟􀀭􀁟􀀭II 591 IRRIGATION
SYSTEM REPL. 1 1 1 LS LANDSCAPE REPAIR/REPLACE I 1-1674.1 1 4" TRAfFIC BUTTON. 􀁾􀁈􀁉􀁔􀁅􀀠I EA I I_I (NON·REFLECTIVE) 210 1_1______-I 674.2 4" TRAFFIC BUTTON, IIHITE 40 I EA I I I (SINGLE
REFLECTIVE) I I EA LS -1-__ 1-----1676.2 1 8" TRAFFIC BUTTON, 15􀁾􀁈􀁉􀁔􀁅􀀠P·1S·I·U (SINGLE REFL.)I---------1 -------·-1-----------1 700 ITRAFFIC LOOP DETECTORS RE-SAII EXiSTING LOOPS
1 1 ____________J1 TOTAL BID $________________________________________________ ___________cents.􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁤􀁯􀁬􀁬􀁡􀁲􀁳􀀠and(written out in words) $ 􀀨􀁾􀁦􀀷􀁩􀁾􀁧􀁵􀁾􀁲􀀽�
�􀁾􀁳􀁾􀀩􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN,
INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REQUIREMENTS PAGE SECTION 00300 -PROPOSAL AND BID FORK 00300-4 QUORUM DRIVE -FROM BELT LINE ROAD SOUTH Item I Description I Appr. I Unit I Unit I Unit
Price I Total 1 Ho. I I Qty. 1 Price I Written For Item , 􀀽􀁾􀀽􀀽􀀽􀁾􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽�
�􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠i104.1 ISAWCUT EXIST. PAVEMENT 2200 LF I I I 1 -,-----1----1 􀁉􀁟􀁾􀁟􀁉􀀠1 104.2 , REMOVE OLD PAVEMENT '2380' SY 1 1 I I 1----,'-11
I __-'_ 1 110.1 ROADWAY EXCAVATION 400 CY' " i _'_D_E_NS_I_T_Y_C_O_N_TR_O_L_'___I 1__ _____J 260.1 LIME TREATMENT FOR MAT'L.I 2150 I 5Y1-I I IN PLACE 1___-' ,264.0 HYDRATED LI ME 32
TONS 1 1 6% BY WGT. 27#/SY , --1-----------1------/360.2 a" REINFORCED CONCRETE 2150 SY , PAVEMENT, 3600 PSI,28 DAY I 1_I__!______I I •,360.3 6" REINFORCED CONCRETE 170 5Y 1 I 1 PAVEMEHT,3600
PSI,28 DAYS , 1 j-, --LF,'11------,';::-, 6" INTEGRAL CONCRETE CURS' 1000 ''-'-Ii-EO'I -,'-------'674. I , 4" TRAFFIC SUTTON, WHITE,' HIO " . 'NON-REFLECTIVE' 'i I 􀁾􀀶􀁟􀀷􀀭􀀴􀁾􀀧􀁟􀀲􀁾􀀡􀀱􀁟􀁾􀀴􀁾.
.􀀭􀁔􀁟􀁒􀁾􀁁􀁆􀀭􀁟􀀭􀁉􀁟􀁃􀁾􀀭􀁂􀁟􀀭􀁕􀁟􀁔􀁾􀀭􀁏􀁟􀀭􀁎􀀺􀀬􀁟􀀭􀁗􀀭􀁈􀁟􀀭􀁉􀁟􀁔􀁾􀁅􀀺􀀠􀁟􀁾􀀭􀀴􀁟􀀰􀁾􀀡􀀠--'1-------"__EA_,i _ (SINGLE REFLECTIVE' 530.1 CONCRETE SIDEWALK 65 I SY I I
I , 411 THICK, 3000 PSI I I I 1 ;0-0-1 TRAFFIC LOOP DETECTORS 1,--1 1-------, , RE-SAW EXISTING LOOPS L5 " _ -----I--!--· 1-----1 1 591 IRRIGATION SYSTEM RE?L. LS , ,_LA_N_D_S_CA_P_E_R_E_P_A_IR_I_R_E
P_L_A_C_E_, _____I ____I __-' TOTAL BID $_________________________ ________________cents.􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁤􀁯􀁬􀁬􀁡􀁲􀁳􀀠and(written out in words) $ 􀀨􀁾􀁦􀁔􀁩􀁧􀁾􀁵􀀭􀀭􀁲􀁥􀀭􀁳
􀁾􀀩􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭1990 MISCELIJ\NEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN,
INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00300 -PROPOSAL AND BID FORM 00300-5 QUORUM DRIVE /MILDRED STREET LEFT TURN LANE Item I Description I Appr. I Unit, Un t I
Unit Price I Total I No. I I Qty. I Pr ce I 􀁾􀁲􀁩􀁴􀁴􀁥􀁮􀀠I For Item , =================================-=================== ============================================ 104.1 , 􀁓􀁁􀁾􀁃􀁕􀁔􀀠EXIST
. PAVEMENT 460 I LF" 'I _I I_I I 'I 104.2 , REMOVE OLD PAVEMENT 75' SY' I 'I _I ,_" _" 110.1 , 􀁒􀁏􀁁􀁄􀁾􀁁􀁙􀀠EXCAVATION 210 , CY" " __I (DENSITY CONTROL) ,--, , , ___ , 260.1 'LIME
TREATMENT FOR MAT'L. 425 , SY" " _I IN I_I I 'IPLACE 264.0 , HYDRATED LIME 6 'TONS' I' __16% BY 􀁾􀁇􀁔􀀮􀀠27#/SY 1__' I I 360.2 ,8" REINF. CONCRETE 425 , SY , I I __I PAVEMENT,3600 PSI,28
DAYS 1__' ,-' 360.4 , 6" INTEGRAL CONCRETE 280' LF , " I CURB, 3600 PSI " " 􀁾􀀬􀀠IRRIGATION SYSTEM INSTALL '-L-S-" ,---------, __I LANDSCAPE REPAIR/REPLACE ,__--' 1_______________ ,
__________ , 674.1 ,4" TRAFFIC BUTTON, 􀁾􀁈􀁬􀁔􀁅􀀠10 , EA" " __I (NON·REFLECTIVE) 1___ 1___ " 'I 674.2 , 4" TRAFFIC BUTTON, 􀁾􀁈􀁬􀁔􀁅􀀠15 , EA , , , -612 ,I (SINGLE REFLECTIVE) ,1
__,' ,I 'II TU ELECTR I C LI GHT POLE LS I RELOCATION I" 'I 􀁾􀀬CONCRETE IN '--I ,----------------,------------,PAVERS I MEDIAN NOSE , LS " " -,-" ,----------,------,-" ,--,TOTAL BID
$__________________________________________________ ________cents.􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁟􀀬􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁤􀁯􀁬􀁬􀁡􀁲􀁳􀀠and(written out in words) $ 􀀨􀁾􀁦􀀷􀁩􀁾􀁧􀁾􀁵􀀭􀁲􀀭􀁥􀁾􀁳􀀷􀀩􀀭􀀭􀀭􀀭􀀭􀀭􀀭�
�􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
--___ DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE · 1 SECTION 00300 -PROpoSAL AND BID FORM 00300-6 l ARAPAHO ROAD I SPECTRUM DRIVE 􀁉􀁾􀀺􀁾􀀠I Description I􀁁􀁾􀁾􀁾􀀺􀀠IUnit I
􀁾􀁾􀀺􀁾􀀮􀀠I 􀁵􀁮􀁾􀁾􀁩􀁾􀁾􀀡􀁾􀁥􀀠I 􀁆􀁾􀁾􀁴􀁾􀁾􀁥􀁭􀀠I · 1􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀺􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽
􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀱􀀠104.1 PAVEMENT '1840I􀁓􀁁􀁾􀁃􀁕􀁔􀀠EXIST. , I REMOVE OLD PAVEMENT 1890104.2 285110.1 􀁒􀁏􀁁􀁄􀁾􀁁􀁙􀀠EXCAVATION (DENSITY
CONTROL) 260.1 LIME TREATMENT FOR MAT'L. 1700 IN PLACE ,264.0 HYDRATED LIME 23 6% gy UGT. 27#/SY 360.2 8" REINFORCED CONCRETE I1700 PAVEMENT, 3600 PSI 360.3 6" REINFORCED CONCRETE 180I
__I._PA_VE_ME_NT_,_3_60_0_PS_I__/__ 360.4 6" INTEGRAL CONCRETE CURB 835 , LF" I' ] 1 I_I 􀁾􀀠, i SY"I-11--, CY I i I 1 Sy --TONS , -1,------,----SY J __--_1 __--___ , JI , LF --1--------,--I
674.1 4" TRAFFIC BUTTON, WHITE 120 I EA I I (NON' REFLECTIVE) "I -,1-----'I -------------" .1 ]------,·----1I , SY' ' __1 __,' _____________ 674.2 1 4" TRAFFIC BUTTON, WHITE ___I(SINGLE
REFLECTIVE) 676.2 , 8" TRAFFIC BUTTON, 􀁾􀁈􀁬􀁔􀁅􀀠__IP'IS-I-U (SINGLE REFL.) 591 'IRRIGATION SYSTEM REPL. __ILANDSCAPE REPAIR/REPLACE 592 S" PERFORATED DRAIN unHI __IFIlTER FABRIC 25
1 EA ,I__J 10 I EA ,----II "lS I-1--, 1 􀁉􀁾􀁉􀀠TOTAL BID $__________________ _ I 1 · . ' ______,' i • J -------, · 1 1 I i II --I1 ,L_______ I' j _'/_______1 1 , JI I · 1------1 1______-'
. , .j _____________cents.􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁤􀁯􀁬􀁬􀁡􀁲􀁳􀀠and(written out in words) $ 􀀨􀁾􀁦􀁔􀁩􀁾􀁧􀁾􀁵􀁾􀁲􀁾􀁥􀀭􀁳􀀧􀀩􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭�
�􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀂷􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00300 -PROPOSAL AND BID FORM 00300-7 ADDISON ROAD I Descr-iption Appr. J Unit J Unit J Unit Price TotalItem No. Qty. I I Price
J Written For 1 tern I _J I_I I --I --II 104.1 ISA\lCUT EXI ST. PAVEMENT I 920 I LF --I I_I 104.2 REMOVE OLD PAVEMENT 1200 I SY I I --I_I I 110.1 ROAD\lAY EXCAVATION 220 I CY I I (DENSITY
CONTROL) I I--162.1 SOLID SODDING, INLCUDING 650 SY I I FERTILIZER, \lATER lNG, ETC I I I 248 FLEX BASE (CRUSHED 220 CY I ILIMESTONE) I--340.1 HMACP TYPE "Bd 210 TONS I I PAVEMENT I
340.2 NMACP TYPE nDu T210 TONS I I PAVEMENT ! 360.6 SEPARATE CONCRETE CURB 825 LF AND GUTTER --591 IRRIGATION SYSTEM REPl. 1 lS LAHDSCAPE REPAIR/REPLACE --674.1 4" TRAFF I C BUTTON.
IIHITE 120 EA (HOM'REFLECTIVE) ----674.2 4" TRAFF I C BUTTON, liN ITE 25 I EA (SINGLE REFLECTIVE) I 1 I 1--1_I 1 I I I ---------' I I 1_-I ----I 1_--_----' I 1_--_----__ 1_--___-I I
• TOTAL BID 􀁾􀁾􀁾􀁾􀁟􀁾􀁾􀁾􀁾__􀁾􀁾________dollars and (written out in words) $ 􀀨􀁾􀁦􀁾􀁩􀁾􀁧􀁾􀁵􀁾􀁲􀁲􀁾􀁥􀁾􀁳􀁾􀁽􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭1990
MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
1 DIVISION 0 -BIDDING AND CONTRACT REQUIREMENTS PAGE SECTION 00300 -PROPOSAL AND BID FORM 00300-8 CODY DRAINAGE 1 Item I Description IAppr. IUnit I Un!t I Unit Price I Total I I 􀁎􀁯􀁾􀀠􀁑􀁴􀁹􀁾􀀠Prl
ce Yritten For Item ==================================================================================================1 1 IALL WORK SHOWN ON PLANS II 1 I LS II I II I COMPLETE-IN-PLACE
I_-I 1__ I . I 1 TOTAL BID $__________________________________________________ 1 '1 􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀽􀁟􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁤􀁯􀁬􀁬􀁡􀁲􀁳􀀠and ________________cents-J (written
out in words) $ I􀀨􀁾􀁦􀂷􀁩􀁧􀀭􀁵􀀭􀁲􀀭􀁥􀀭􀁳􀁾􀀩􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭---MORMAN LANE DRAINAGE .l Item I
Description 1 Appr. 1 Unit I Unit I Unit Price I Totat I No. Oty. Price Written For Item 􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽
􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀱􀀠1 ALL \lORK SHOWN ON PLANS I 1 ILS I I I 1 'J COMPLETE-IN-PLACE _______1__1__1 I.. _____1______1
TOTAL BID $_________________________________ 􀁾_______________ 􀀮􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁤􀁯􀁬􀁬􀁡􀁲􀁳􀀠and _______________cents. (written out in
words) 1 $ .i 􀀨􀂷􀁾􀁦􀀰􀁩􀀭􀁧􀁵􀁾􀁲􀀭􀁥􀀭􀁳􀁾􀀩􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭. , \ ! J OAKS NORTH BRIDGE
Item 1 Description I Appr. I Unit I Unit I Unit Price Total. , J 1 No_ Qty, I Price Written 1 for Item 1 􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽
􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁉􀀠All WORK 􀁓􀁈􀁏􀁾􀁎􀀠ON PLANS 1 I LS I I 1 1 COMPLETE-IN-PLACE ._1__1 1 ..._1
I TOTAL BID $__________________________________________________ 􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀁟􀀬􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁤􀁯􀁬􀁬􀁡􀁲􀁳􀀠and ________________cents. (written out in
words) $ j􀀨􀁾􀁦􀂷􀁩􀁧􀁵􀀭􀀭􀁲􀀭􀁥􀀭􀁳􀁾􀀩􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭j 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS
-TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 1, 
DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00300 -PROPOSAL AND BID FORM 00300-9 The above unit prices shall include all labor, materials, overhead, profit, insurance,
etc., to cover the finished work of the several kinds called for. BIDDER agrees to provide the following documents which are attached to and made a condition of this Bid: a. Required
Bid security in the form requested, 00410. b. A completed Subcontractor Listing as shown in section 00430, of these documents. c. Required Bidder's Qualification statement with supporting
data as indicated in section 00040 of these documents. BIDDER understands that the OWNER reserves the right to reject any or all bids and to waive any informalities in the bidding. The
BIDDER agrees that this bid shall be good and may not be withdrawn for a period of ninety (90) calendar days after the SCheduled closing time for receiving bids. Upon receipt of written
notice of the acceptance of this bid, BIDDER will execute the formal contract attached within fifteen (15) days and deliver a Surety Bond or Bonds as required by the General Conditions.
The Bid Security attached in the sum of ($ ) is to become the property of the OWNER in the event the Contract and Bond are not executed within the time above set forth, as liquidated
damages for the delay and additional expense to the OWNER caused thereby. Respectfully submitted, (Firm) By:---------------------Title:________________________ (SEAL-if bid is by a corporation)
(Business Address) (Telephone Number) END OF PROPOSAL 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
· 1 I '1 · j l "1 .J · I 1 · I · 1 · I : 1 , · . I, , , , I • 
DIVISION 0-BIDDING AND CONTRACT REQUIREMENTS PAGE SECTION 00410 -BID BOND FORM 00410-1 KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, as Principal, and as Surety, are hereby
held and firmly bound unto as Owner in the penal sum of for payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, our heirs, executors, administrators,
successors and assigns. SIGNED, this day of , 19__ The Condition of the above obligation is such that whereas ____________________________athe Principal has submitted to certain Bid,
attached hereto and hereby made a part hereof to enter into a contract in writing, for the NOW, THEREFORE, a. If said Bid shall be rejected, or in the alternate, b. If said Bid shall
be accepted and the Principal shall execute and deliver a contract in the Form of Contract attached hereto (Properly completed in accordance with said Bid) and shall furnish a bond for
the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Bid,
then this obligation shall be void, otherwise and same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims
hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS
PROJECT NO. 90433 
1 DIVISION 0-BIDDING AND CONTRACT REOUIREMENTS PAGE ,1 SECTION 00410 -BID BOND FORK 00410-2 1 J 1 1 The surety, for value received, hereby stipulates and agrees that the obligations
of said Surety and its bond shall be in no ·1 way impaired or affected by any extension of the time within 1 · 1which the Owner may accept such Bid; and said Surety does hereby waive
notice of any such extension. IN WITNESS WHEREOF, the principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate
seals to be hereto ·1 affixed and these presents to be signed by their proper officers, jthe day and year first set forth above. =r::-::-:r=::-;;--------(L. S. )Principal 1 jSurety ·
, I By:___________________________ Date:__________________________ j · , IMPORTANT -Surety companies executing bonds must appear on the Treasury Department's most current list (Circular
570, as amended) and be authorized to : 1 transact business in the state where the project J is located. END OF SECTION 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS
GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00430 -SUBCONTRACTOR LISTING 00430-1 PART 1 -GENERAL (TO BE SUBMITTED WITH BID PROPOSAL) 1. 1 GENERAL: A. Certified List of
Subcontractors The Bidder, , as part of the procedure for the submission of bids on a project known as 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS FOR THE TOWN OF ADDISON, ADDISON, TEXAS
submits the following list of subcontractors to be used in the performance of work to be done on said project: TRADE DOLLAR AMOUNT It is understood and agreed that, if awarded a contract
by the Town of Addison, Texas, the Contractor will not make any additions, deletions or SUbstitutions to this certified list without the consent of the Engineer and Owner. CERTIFICATION
AFFIDAVIT THE ABOVE INFORMATION IS TRUE AND COMPLETE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER UNDERSTAND AND AGREE THAT, IF AWARDED THE CONTRACT, THIS CERTIFICATION SHALL BE
ATTACHED THERETO AND BECOME A PART THEREOF. NAME AND TITLE OF SIGNER: ......... (Please Print or Type) (Name) SIGNATURE: DATE: END OF SECTION . 1 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS
-TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
􀀭􀁾􀀠 j 1 􀁾􀁬􀀠1 1 1 , 1 .1 · I · 1 i , 1 · I · I j 
TABLE OF CONTENTS FOR GENERALCONDnnONSOFAGREEMENT 1. Definition of Terms Page 1.01 Owner, Contractor and Engineer . G·l 1.02 Contract Documents G·l 1.03 Sub-Contractor 0-1 1.04 Written
Notice G·l 1.05 Work ••. G·l 1.06 Extra Work . G·l 1.07 Working Day G·l 1.08 Calendar Day G·l 1.09 Substantially Completed • G·l 2. Responsibilities of the Engineer and the Contractor
2.01 Owner·Engineer Relationship . . . G·2 2.02 Professional Inspection by Engineer 0-2 2.03 Payments for Work . . G·2 '. . 2.04 Initial Determinations . G·2 2.05 Objections . . . .
. G·2 2.06 Lines and Grades G·2 2.07 Contractor's Duty and Superintendence • G·2 2.08 Contractor's Understanding. G·3 2.09 Character of Workmen G·3 2.10 Contractor's BUildings G·3 2.11
Sanitation . • . . G·4 2.12 Shop Drawings G·4 2.13 Preliminary Approval . G·4 2.14 Defects and Their Remedies G4 2.15 Changes and Alterations • . G·5 3. General Obligations and Responsibilities
8.01 Keeping of Plans and Specifications Accessible 0-5 8.02 Ownership of Drawings G·5 8.03 Adequacy of Design G·5 3.04 Right of Entry. . . • 0-5 8.05 CoUateral Contracts. • 0-5 3.06
Discrepancies and Omissions G·5 8.07 Equipment, Materials and Construction Plant . G·5 3.08 Damages. • • • . • • • • . • • . . • G-6 • TC-l 
3.09 Protection Against Accident to Employees and the Public ...•. 3.10 Performance and Payment Bonds. . . ...•. 3.11 Losses from Natural Causes ..•...•..• '.......... . 3.12 Protection
of Adjoining Property . . . . . . . . . . • . . • . . . . • . • 3.13 Protection Against Claims of Sub·Contractors, Etc. . . . . . • . . 3.14 Protection Against Royalties or Patented
Invention .............•.. 3.15 Laws and Ordinances . . . . . . . . . . . . . . • . • . . . . . . . 3.16 Assignment and Subletting . . . . . . . . . . • . . . 3.17 Indemnification................
3.18 Contractor's Liability Insurance. 3.18.1 Certificate of Insurance . 4. Prosecution and Progrec:, 4.01 Time and Order of Completion. . . . . . ',' 4.02 Extension of Time ...... .
4.03 Hindrances and Delays . 5. Measurement and Payment 5.01 Quantities and Measurements •.....•..... 5.02 Estimated Quantities . . . . .. 5.03 Price of Work. . . . . . . . . • . 5.04
Partial Payment . . . . . . . . . . 5.05 Use of Completed Portions .•.. 5.06 Final Completion and Acceptance 5.07 Final Payment ..... . 5.08 Payments Withheld .•.. 5.09 Delayed Payments
. . . 6. Extra Work and Claims 6.01 Change Orders. . . . • . 6.02 Minor Changes. . . . • • 6.03 Extra Work . • . . • . • . 6.04 Time of Filing Claims . 6.05 Arbitration. . • • . • 7.
Abandonment oC Contract 7.01 Abandonment by Contractor ..... 7.02 Abandonment by Owner . . . . . .. • . . . ..•. • • . ..••...• G-6 G-6 G-6 G-6 G·6 G·7 G·7 0..7 0·7 0-8 0-8 0-8 0·9 G·9
0·9 G·9 0·9 0·10 0..10 0..10 0·10 0..10 0·11 G.11 0-11 0-11 0·12 0-12 0·13 0-14 , ,li : . i , i TC·2 
GENERAL CONDITIONS OF AGREEMENT 1. DEFINITIONS OF TERMS 1.01 OWNER, CONTRACTOR AND ENGINEER. The OWNER, the CONTRACTOR and the ENGINEER are those persons or organizations identified
as such in the Agreement and are referred to throughout the Contract· Documents as if singular in number and masculine in gender. The term ENGINEER means the ENGINEER or his duly authorized
representative. The ENGl. NEER shall be understood to be the ENGINEER of the OWNER, and nothing contained in the Contract Documents shall create any contractual or agency relationship
between the ENGINEER and the CONTRACTOR. 1.02 CONTRACT DOCUMENTS. The Contract Documents shall consist or the Notice to Contractors (Advertisement), Special Conditions (Instructions
to Bidders), Proposal, signed Agreement, Performance and Payment Bonds (when required), Special Bonds (when required), General Conditions of the Agreement, Technical Specifications,
Plans, and all modifications thereof incorporated in any of the documents before the execution of the agreement. The Contract Documents Ire complementary, and what is called for by anyone
shall be as binding as if called for by all. In case or conflict between any of the Contract Documents, priority of interpretation shall be in the following order: Signed Agreement,
Performance and Payment Bonds, Special Bonds (if any), Proposal, Special Conditions of Agreement, Notice to Contractors. Technical Specifications, Plans, and General Conditions of Agreement.
1.03 SUB.cONTRACTOR. The term Sub.contractor, as employed herein, includes only those having a direct contract with the CONTRACTOR and it includes one who furnishes material worked to
a special design according to the plans or specifications of this work, but does not include one who merely furnishes material not so worked. 1.04 WRITTEN NOTICE. Written notice shall
be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at
or sent by registered mail to the last business address known to him who gives the notice. • 1.05 WORK. The CONTRACTOR shall provide and pay for all materials, supplies, machin· ery,
equipment, tools, superintendence, labor, services, insurance, and all water, light, power, fuel. transportation and other facilities necessary for the execution and completion of the
work covered by the contract documents. Unless otherwise specified, all materials shall be new and both workmanship and materials shall be of a good quality. The CONTRACTOR shall, if
required. furnish satisfactory evidence as to the kind and quality of materials. Materials or work described in words which so applied have a well known technical or trade meaning shall
be held to refer to such recognized standards. 1.06 EXTRA WORK. The term "Extra Work" as used in this contract shall be understood to mean and include all work that may be required by
the ENGINEER or OWNER to be done by the CONTRACTOR to accomplish any change, alteration or addition to the work shown upon the plans, or reasonably implied by the specifications, and
not covered by the CONTRACTOR'S Proposal, except as provided under "Changes and Alterations", herein. 1.07 WORKING DAY. A "Working Day" is defined as any day not including Saturdays,
Sundays or any legal holidays, in which weather or other conditions, not under the control of the CONTRACTOR, will permit construction of the principal units of the work for a period
of not less than seven (7) hours between 7:00 a.m. and 6:00 p.m. 1.08 CALENDAR DAY. "Calendar Day" is any day of the week or month, no days being excepted. 1.09 SUBS,TANTIALLY COMPLETED.
By the term "substantially completed" is meant that the structure has been made suitable for use or occupancy or the facility is in condition to Ewe its intBAded purpose, but still may
require minor miscellaneous work and adjustment. 
2. RESPONSIBILITIES OF THE ENGINEER AND THE CONTRACTOR 2.01 OWNER·ENGINEER RELATIONSHIP. The ENGINEER will be the OWNER'S representative during construction. The duties, responsibilities
and limitations of authority of the ENGINEER as the OWNER'S representative during construction are as set forth in the Contract Documents and shall not be extended or limited without
written consent of the OWNER and ENGINEER. The ENGINEER will advise and consult with the OWNER, and all or OWNER'S instructions to the CONTRACTOR shall be issued through the ENGINEER.
2.02 PROFESSIONAL INSPECTION BY ENGINEER. The ENGINEER shall make periodic visits to the site to familiarize himself generally with the progress of the executed work and to determine
if such work generally meets the essential performance and design features and the technical and functional engineering requirements of the Contract Documents; provided and except, however,
that the ENGINEER shall not be responsible for making any detailed, exhaus· tlve. comprehensive comprehensive or continuous on·site inspection of the quality or quantity of the work
or be in any way responsible. directly or indirectly, for the construction means, methods, techniques, se· quences, quality, procedures, programs, safety precautions or lack of same
incident thereto or in connection therewith. Notwithstanding any other provision of this agreement or any other Contract Document, the ENGINEER shall not be in any way responsible or
liable for any acts, errors, omissions or negligence of the CONTRACTOR, any subcontractor Or any of the CONTRACTOR'S or subcontractor's agents, servants or employees or any other person,
firm or corporation perform· ing or attempting to perform any of the work. 2.03 PAY1.1ENTS FOR WORK. TheENGINEER shall review CONTRACTOR'S applications i'or payment and supporting data, determine the amount owed to the CONTRACTOR and approve, in writing, payment to CONTRACTOR in such amounts;
such approval of payment to CONTRAC· TOR constitutes a representation to the OWNER of ENGINEER'S professional judgment that the work has progressed to the point indicated to the best
of his knowledge, information and belief. but such 􀁡􀁰􀁰􀁲􀁯􀁶􀁾􀁬􀀠of an application for payment to CONTRACTOR shall not be deemed as a representatior by ENGINEER that ENGINEER has
made any examination to determine how Clr for what purpose CO:\TRACTOR has used the moneys paid on account of the Contract price. 2.04 INITIAL DETERMINATIONS. The 􀁅􀁾􀁇􀁬􀁎􀁅􀁅􀁒􀀠initially
shall determine all claims. disputes and other matters in question between the CONTRACTOR and the OWNER relating to the execution or progress of the work or the interpretation of the
Contract Documents and the E:\GJl'\EER'S decision shall be rendered in writing within a reasonable time. Should the ENGl· NEER fail to make such decision within a reasonable time, appeal
to arbitration may be taken as if his decision had been rendered against the party appealing. 2.05 OBJECTIONS. In the event the ENGINEER renders any decision which, in the opinion of
either party hereto, is not in accordance with the meaning and intent of this contract, either party may file with the ENGINEER within thirty days his written objection to the decision,
and by such action may reserVe the right to submit the question so raised to arbitration as hereinafter provided. 2.06 LINES AND GRADES. Unless otherwise specified, all lines and grades
shall be furnished by the ENGINEER or his representative. Whenever necessary, construction work shall be suspended to permit performance of this work, but such suspension will be as
brief as practicable and the 􀁃􀁏􀁾􀁔􀁒􀁁􀁃􀁔􀁏􀁒􀀠shall be allowed no extra compensation therefor. The CONTRACTOR shall give the ENGINEER ample notice of the time and place where lines
and grades will be needed. All stakes, marks, etc., shall be carefully preserved by the CONTRACTOR, and in case of careless destruction or removal by him or his employees, such stakes,
marks, etc., shall be replaced at the CONTRACTOR'S expense. 2.07 CONTRACTOR'S DUTY AND SUPERINTENDENCE. The CONTRACTOR shall give adequate attention to the faithful prosecution and completion
of this contract and shall keep on the work, during its progress, a competent superintendent and any necessary assistants. The superintendent shall represent the CONTRACTOR in his absence
and all directions given to him shall be as binding as if given to the CONTRACTOR. G·2 ..􀁾􀀠l · i · ,, · , · j 
The CONTRACTOR is and at all times shall remain an independent contractor, solely responsible for the manner and method of completing his work under this contract, with fuJI power and
authority to select the means, method and manner of performing such work, so long as such methods do not adversely affect the completed improvements, the OWNER and ENGINEER being interested
only in the result obtained and conformity of such completed improvements to the plans, specifications and contract. . Likewise, the CONTRACTOR shall be solely responsible for the safety
of himself, his employ· ees and other persons, as well as for the protection'of the safety of the improvements being erected and the property of himself or any other person, as a result
of his operations hereunder. Engineer· ing construction drawings and specifications as well as any additional information concerning the work to be performed passing from or through
the ENGINEER shall not be interpreted as requiring or allowing CONTRACTOR to deviate from the the plans and specifications, the intent of such drawings, specifications and any other
such instructions being to define with particularity the agreement of the parties as to the work the CONTRACTOR is to perform. CONTRACTOR shall be fully and completely liable, at his
own expense, for design, construction, installation and use, or non-use, of all items and methods incident to performance of the contract, and for aU loss, damage or injury incident
thereto, either to person or property, including, without limitation, the adequacy of aU temporary supports, shoring, bracing, scaffolding, 'machinery or equipment, safety precau· tions
or devices, and similar items or devices used by him during construction. ; Any review of work in process, or any visit or observation during construction, or any clarification of plans
and specifications, by the ENGINEER, or any agent, employee, or representative of either of them, whether through personal observation on the project site or by means of approval of
shop drawings for temporary construction or construction processes, or by other means or method, is agreed by the CONTRACTOR to be for the purpose of observing the extent and nature
of work completed or being performed, as measured against the drawings and specifications constituting the contract, or for the purpose of enabling CONTRACTOR to more fully understand
the plans and specifications so that the completed construction. work will conform thereto, and shall in no way relieve the CONTRACTOR from full and complete responsibility for the proper
performance of his work on the project, including but without limitation the propriety of means and methods of the CONTRACTOR in performing said contract, and the adequacy of any designs,
plans or other facilities for accomplishing such performance. Deviation by the CONTRACTOR from plans and specifications that may have been in evidence dUring any such visitation or observation
by the ENGINEER, or any of his representatives, whether called to the CONTRAC· TOR'S attention or not shall in no way relieve CONTRACTOR from his responsibility to complete all work
in accordance with said plans and specifications. 2.08 CONTRACTOR'S UNDERSTANDING. It is understood and agreed that the CON· TRACTOR has, by careful examination, satisfied himself as
to the nature and location of the work, the conformation of the ground, the character, quality and quantity of the materials to be encountered, the character of equipment and facilities
needed preliminary to and during the prosecution of the work, the general and local conditions, and all other matters which can in any way affect the work under this contract. No verbal
agreement or conversation with any officer, agent or employee of the OWNER or ENGINEER either before or after the execution of this contract, shall affect or modify any of the terms
or obligations herein contained. 2.09 CHARACTER OF WORKMEN. The CONTRACTOR agrees to employ only orderly and competent men, skillful in the performance of the type of work required under
this contract, to do do the work; and agrees that whenever the ENGINEER shall inform him in writing that any man or men on the work are, in his opinion, incompetent, unfaithful or disorderly,
such man or men shall be discharged from the work and shall not again be employed on the work without the ENGINEER'S written consent. 2.10 CONTRACTOR'S BUILDINGS. The building of structures
for housing men, or the erection of tents or other forms of protection, will be permitted only at such places as the ENGINEER shall direct, and the sanitary conditions of the grounds
in or about such structures shall at all times be maintained in a manner satisfactory to the ENGINEER. G·3 
2.11 SANITATION. Necessary sanitary conveniences for the use of laborers on the work, properly secluded from public observation, shall be constructed and maintained by the CONTRAC· TOR
in such manner and at such points as shall be approved by the ENGINEER, and tbeir use shall be strictly enforced. . 2.12 SHOP DRAWINGS. Tbe CONTRACTOR sball submit to the ENGINEER, with
such promptness as to cause no delay in his own work or in that of any otber Contractor, four checked copies, unless otberwise specified, of all shop andlor setting drawings and schedules
required for the work of the various trades, and the ENGINEER shall pass upon them with reasonable prompt· ness, making desired corrections. The CONTRACTOR shall make any corrections
required by the ENGINEER, file witb him two corrected copies and furnish such other copies as may be needed. The ENGINEER'S approval of such drawings or schedules shall not relieve the
CONTRACTOR from responsibility for deviations from drawings or specifications, unless he has in in writing called the ENGINEER'S attention to such deviations at the time of submission,
nor shall it relieve him from responsibility for 'errors of any sort in shop drawings or schedules. It shall be the CONTRAC· TOR'S responsibility to fully and completely review all shop
drawings to ascertain their effect on his ability to perform the required contract work in accordance with the plans and specifications and within the contract time. Such review by the
ENGINEER shall be for the sole purpose of determining the sufficiency of said drawings or schedules to result in finished improvements in conformity with the plans and specifications,
and shall not relieve the CONTRACTOR of his duty as an independent contractor as previously set forth, it being expressly understood and agreed that the ENGINEER does not lISSume any
duty to pass upon the propriety or adequacy of such drawings or schedules, or any means or methods reflected thereby, in relation to the safety of either person or property during CONTRACTOR'S
performance hereunder. 2.13 PRELIMINARY APPROVAL. The ENGINEER shall not have the power to waive the obligations of this contract for the furnishing by the CONTRACTOR of good material.
and of his performing good work as herein described, and in full accordance with the plans and specifica. tions. No failure or omission of the ENGINEER to discover, object to or condemn
any defective work or material shall release the CONTRACTOR from the obligations to fully and ,properly perform the contract, including without limitations, the obligation to at once
tear out. remove and properly replace the same at any time prior to final acceptance upon the discovery of said defective work or material; provided, however. that the ENGINEER shall.
upon request of the CONTRAC· TOR, inspect and accept or reject any material furnished, and in event the material has been once accepted by the ENGINEER. such acceptance shall be binding
011 the OWNER, unless it can be clearly shown that such material furnished does not meet the speciCications for this work. Any questioned work may be ordered taken up or removed for
􀁲􀁥􀁾􀁸􀁡􀁭􀁩􀁮􀁡􀁴􀁩􀁯􀁮􀀬􀀠by the ENGINEER, prior to final acceptance, and if found not in accordance with the specifications for said work, all expense of removing, re-examination
and replacement shall be borne by the CONTRACTOR, otherwise the expense thus incurred shall be allowed as EXTRA WORK, and shall be paid for by the OWNER; provided that, where inspection
or approval is specifically required by the specifications prior to performance of certain Y''1rk, should the CONTRACTOR proceed with such work without requesting prior inspection or
a .... roval he shall bear all expense of taking up, removing, and replacing this work if so directed by the ENGINEER. 2.14 DEFECTS AND THEIR REMEDIES. It is further agreed that if the
work or any part thereof, or any material brought on the site of the work for use in the work or selected for the same, shall be deemed by the ENGINEER as unsuitable or not in conformity
with the speci. fications. the CONTRACTOR shall. after receipt of written notice thereof from the ENGINEER, forthwith remove such material and rebuild or otherwise remedy such work so
that it shall be in full accordance with this contract. 2.15 CHANGES AND ALTERATIONS. The CONTRACTOR further agrees that the mVNER may make such changes and alterations as the OWNER
may see fit, in the line. grade. form, dimensions, plans or materials for the work herein contemplated, or any part thereof. either before or after the beginning of the construction.
without affecting the validity of this contract and the accompanying Performance and Payment Bonds. G·4 , , ! , , ,, J • 1 i j 
If such changes or alterations diminish the quantity of the work to be done. they shall not constitute the basis for a claim for damages. or anticipated profits on the work that may
be dispensed with. except as provided for unit price items under Section 5 "Measurement and Pay· ment." If the amount of work is increased. and the work can fairly be classified under
the speci· fications. such increase shall be paid for according to the quantity actually done and at the unit price. if any, established for such work under this contract. except as
provided Cor unit price items under Section 5 "Measurement and Payment;" otherwise. such additional work shall be paid for as provided under Extra Work. In case the OWNER shall make
such changes or alterations as shall make useless any work already done or material already furnished or used in said work, then the OWNER shall recompense the CONTRACTOR for any material
or labor so used, and for any actual loss occasioned by such change, due to actual expenses incurred in preparation for the work as originally planned. 3. GENERAL OBLIGATIONS AND RESPONSIBILITIES
3.01 KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE. The ENGINEER shall furnish the CONTRACTOR with an adequate and reasonable number of copies of all plans and specifications without
expense to him, and the CONTRACTOR shall keep one copy of the sa. le constantly accessible on the work, with the latest revisions noted thereon. 3.02 OWNERSHIP OF DRAWINGS. All drawings,
specificat.ioos and copies thereof furnished by the ENGINEER shall not be reused on other work, and, with the exception of the signed contract sets, hre to be returned to him on request,
at the completion of the work. All models are the property of the OWNER. 3.03 ADEQUACY OF DESIGN. It is understood that the OWNER believes it has employed competent engineers and designers.
It is. therefore, agreed that the OWNER shall be responsible for the adequacy of the design, sufficiency of the Contract Documents. the safety of the structure and the practicability
of the operations of the completed project; provided the CONTRACTOR has complied with the requirements of the said Contract Documents. all approved modifications thereof, and additions
and alterations thereto approved in writing by the OWNER. The burden of proof of such compliance shall be upon the CONTRACTOR to show that he has complied with the said requirements
of the Contract Documents, approved modifications thereof and all approved additions and alterations thereto. 3.04 RIGHT OF ENTRY. The OWNER reserves the right to enter tlie property
or location on which the works herein contracted for are to be constructed or installed, by such agent or agents as he may elect. for the purpose of inspecting the work, or for the purpose
of constructing or installing such collateral work as said OWNER may desire. 3.05 COLLATERAL CONTRACTS. The OWNER agrees to provide by separate contract or otherwise, all labor and material
essential to the completion of the work specifically excluded from this contract, in such manner as not to delay the progress of the work. or damage said CONTRAC· TOR, except where such
delays are specifically mentioned elsewhere in the Contract Documents. 3.06 DISCREPANCIES AND OMISSIONS. It is further agreed that it is the intent of this contract that all work must
be done and all material must be furnished in accordance with the generally accepted practice. and in the event of any discrepancies between the separate contract documents, the priority
of interpretation defined under "Contract Documents" shall govern. In the event that there is still any doubt as to the meaning and intent of any portion of the contract, specifications
or drawings, the ENGINEER shall define which is intended to apply to the work. 3.07 EQUIPMENT. MATERIALS AND CONSTRUCTION PLANT. The CONTRACTOR shall be responsible for the care, preservation,
conservation, and protection of all materials. supplies, machinery, equipment. tools, apparatus, accessories. facilities, all means of construction, and any and all parts of the work.
whether the CONTRACTOR has been paid, partially paid, or not paid for such work, until the entire work is completed and accepted. G·5 (£) h • ..... ....'u.' 􀁾... ! 􀀻􀁾􀀭􀀮􀀠
3.08 DAMAGES. In the event the CONTRACTOR is damaged in the course of the completion of the work by the act. neglect, omission, mistake or default of the OWNER, or of the ENGINEER. or
of any other CONTRACTOR employed by the OWNER upon the work. thereby causing loss to the CON'rRACTOR, the OWNER agrees that he will reimburse the CONTRACTOR for such loss. In the event
the OWNER is damaged in the course of the work by the act. negligence, omission. mistake or default of the CONTRACTOR, or should the CONTRACTOR unreasonably delay the progress of the
work being done by others on the job so as to cause loss for which the OWNER becomes liable, then the CONTRACTOR shall reimburse the OWNER for such loss. 3.09 PROTECTION AGAINST ACCIDENT
TO EMPLOYEES AND THE PUBLIC. The CONTRACTOR shall at all times exercise reasonable precautions for the safety of employees and others on or near the work and shall comply with all applicable
provisions of Federal. State, and Municipal safety laws and building and construction codes. codes. All machinery and equipment and other physical hazards shall be guarded in accordance
with the "Manual of Accident Prevention in Construction" of the Associated General Contractors of America except where incompatible with Federal, State. or Municipal laws or regulations.
The CONTRACTOR shall provide such machinery guards, safe walkways, ladders. bridges, gangplanks. and other safety devices. The safety precautions actually taken and their adequacy shall
be the sole responsibility of the CONTRACTOR, acting at his discretion as an indepentJ"nt contractor. 3.10 PERFORMANCE AND PAYMENT BONDS. Unless otherwise specified, it is further agreed
by the parties to this Contract that the CONTRACTOR will execute separate performance and payment bonds, each in the sum of one hundred (100) percent of the total contract price. in
standard forms for this purpose, guaranteeing faithful performance of the work and the fulfillment of any guarantees required, and further guaranteeing payment to all persons supplying
labor and materials or furnishing him any equipment in the execution of the Contract. and it is agreed lllat this Contract shall not be in effect until such performance and payment bonds
are furnished and approved by the OWNER. Unless otherwise approved in writing by the OWNER, the surety company underwriting the bonds shall be acceptable according to the latest list
of companies holding certificates of authority from the Secretary of the Treasury of the U niled States. Unless otherwise specified, the cost of the premium for the performance and payment
bonds shall be included in the CONTRACTOR'S proposaL 3.11 LOSSES FROM NATURAL CAUSES. Unless otherwise specified, all loss or damage to the CONTRACTOR arising out of the nature of the
work to be done, or from the action of the elements. or from any unforeseen circumstance in the prosecution of the same, or from unusual obstructions or difficulties which may be encountered
in the prosecution of the work, shall be sustained and borne by the CONTRACTOR at his own cost and expense. 3.12 PROTECTION OF ADJOINING PROPERTY. The said CONTRACTOR shall take proper
means to protect the adjacent or adjoining property or properties in any way encountered. which might be injured or seriously affected by any process of construction to be undertaken
under this Agreement, from any damage or injury by reason of said process of construction; and he shall be liable for any and all claims for such damage on account of his failure to
fully protect all adjoining property. The CONTRACTOR agrees to indemnify, save and hold harmless the OWNER and ENGINEER against any claim or claims for damages due to any injury to any
adjacent or adjoining property. arising or growing out of the performance of the contract; but any such indemnity shall not apply to any claim of any kind arising out of the existence
or character of the work. 3.13 PROTECTION AGAINST CLAIMS OF SUB.CONTRACTORS. LABORERS, MATER· IALMEN AND FURNISHERS OF MACHINERY. EQUIPMENT AND SUPPLIES. The CONTRAC· TOR agrees that
he will indemnify and save the OWNER and ENGINEER harmless from all claims growing out of the lawful demands of sub·contractors, laborers, workmen, mechanics. materialmen and furnishers
of machinery and parts thereof. equipment, power tools, and all supplies. including commissary. incurred in the furtherance of the performance of this contract. When so desired by the
OWNER. the CONTRACTOR shall furnish satisfactory evidence that all obligations of the . , 􀁾􀀠. .i . l , -j G·6 
nature hereinabove designated have been paid, discharged or waived. If the CONTRACTOR fails so to do, then the OWNER may at the option of the CONTRACTOR either pay directly any unpaid
bills, of which the OWNER has written notice, or withhold from the CONTRACTOR'S unpaid compensation a sum or money deemed reasonably suCCicient to liquidate any and all auch lawful claims
until satisfactory evidence is furnished that all liabilities have been fully discharged, whereupon payments to the CONTRACTOR shall be resumed in full, in accordance with the terms
of this contract, but in no event shall the provisions of this Mntenee be eODStrued to impclle any obligation upon the OWNER by either the CONTRACTOR or his Surety. 3.14 PROTECTION AGAINST
ROYALTIES OR PATENTED INVENTION. The CON· TRACTOR shall pay all royalties and license fees, and shan provide for the uae of any desip, device, material or process covered by letters
patent or eOPYIight by luitable legal lIIl'eement with the patentee or owner. The CONTRACTOR shall defend all suiu or claims for infringement of any patent or copyright righu and shall
indemnify and &ave the OWNER and ENGINEER harmless from any loss on account thereof, except that the OWNER shall defend all auch luiu and claims and shall be responsible for all such
loss when a particular design, device, material or proces or the product of a particular manufacturer or manufacturers is specified or required by the OWNER; provided. howevf!r. if ehoice
of alternate design. device, material or proces is allowetl to the CONTRACTOR, then CONTRACTOR shall indemnify and save OWNER harmless from any loss .. on account thereof. If tile material
or process specified or required by the OWNER is an infringe. ment, the CONTRACTOR shall be responsible for such loss unless he promptly gives auch information to the OWNER. 3.15 LAWS
AND ORDINANCES. The CONTRACTOR shall at all times observe and comply with all Fede!al, State and local laws. ordinances and regulations, which in any manner affect tbe contract or the
work, and shall indemnify and save harmless the OWNER and ENGINEER against any claim arising from the violation of any such laws, ordinances, and reeulations whether by the CONTRACTOR
or his employees, except wliere such violations are called for by the provisions of the Contract Documents. If the CONTRACTOR observes that the plans and specifications are at variance
therewith, he shall promptly notify the ENGINEER in writing, and any necessary changes shall be adjusted as provided in the contract for ehanges in the work. If the CONTRAC· TOR performs
any work knowing it to be contrary to such laws, ordinancea, rules and regulations, and without such notice to the ENGINEER, he shall bear all cosu arising therefrom. In case the OWNER
is a body politic and corporate, the law (rom which it derives iu powers, insofar as the same regulates the objecu (or which, or the manner in which, or the conditions under which the
OWNER may enter into contract, shall be controlling, and shall be considered as part of this contract, to to the same effect as though embodied herein. 3.16 ASSIGNMENT AND SUBLETTING.
The CONTRACTOR further lIIl'ees that he will retain personal control and will give his personal attention to the ful!illment of this contract and that he will not assign by Power of
Attorney, or otherwise, or sublet said contract without the written consent of the ENGINEER, and that no part or feature of the work will be sublet to anyone objectionable to the ENGINEER
or the OWNER. The CONTRACTOR further agrees that the subletting of any portion or (eature of the work. or materials required in the performance of this contract. shall not relieve the
CONTRACTOR (rom his full oblications to the OWNER, as provided by this Agreement. 3.17 INDEMNIFICATION. The CONTRACT08 shall defend, indemnify and hold harmless the OWNER and the ENGINEER
and their resoective officers, agents and employees, from and against all damages, claims, losses, demands, suits, judgments and costs, including reasonable attorneys' (ees and expenses,
arising out of or resulting from the performance of the work, provided that any such damages, claim, loss, demand, suit, judgment, cost or expense: (1) Is attributable to bodily injury,
sickness. disease or death or to injury to or destruction of tangible property (other than the work itself) including the loss of use resulting therefrom; and. G·7 
(2) Is caU5ed in whole or in part by any negligent act Or omission of the Contractor, any Subcontractor, anyone directly or indirectly employed by anyone of them or anyone for whose
acts any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder. The obligation of the CONTRACTOR under this Paragraph shall not extend
to the liability of the ENGINEER, his agents or employees arising out of the preparation or approval of maps, drawings, reports, surveys, Change Orders, designs or specifications, or
the giving of or 􀁴􀁾􀁥􀀠failure to give directions or instructions by the ENGINEER, his agents or employees, provided such giving or failure to give is the primary cause of the injury
or damage. 3.18 INSURANCE. The CONTRACTOR at his own expense shall purchase, maintain and keep in force such insurance as will protect him from claims set forth below which may arise
out of or result from the CONTRACTOR'S operations under the Contract, whether such operations be by himself or by any Subcontractor or by anyone directly or indirectly employed by any
of them, or by anyone for whose acts any of them may be liable: (1) Workmen'b compensation claims, disability benefits and other similar employee benefit acts; (2) Claims for damages
because of bodily injury, occupational sickness or disease, or death of his employees, and claims insured by usual bodily injury liability coverages; (3) Claims for damages because of
bodily injury, sickness or disease, or death of any person other than his employees, and claims insured by usual bodily injUry liability coverages; and . (4) Claims for damages because
of injury to or destruction of tangible property, including loss of use resulting therefrom. 3.18.1 CERTIFICATE OF INSURANCE. Before commencing any of the work, CONTRAC· TOR shall file
with the OWNER valid Certificates of Insurance acceptable to the OWNER and the ENGINEER. Such Certificates shall contain a provision that coverages afforded under the policies will not
be cancelled until at least fifteen days' prior written notice has been given to the O'WNER. The CONTRACTOR shall also file with the OWNER valid Certificates of Insurance covering all
sub·contractors. 4. PROSECUTION AND PROGRESS 4.01 TIME AND ORDER OF COMPLETION. It is the meaning and intent of this contract. unless otherwise herein specifically provided, that the
CONTRACTOR shall be allowed to prosecute his work at such times and seasons, in such order of precedence, and in such manner as shall be most conducive to economy of construction: provided,
however, that the order and the time of prosecution shall be such that the work shall be substantially completed as a whole and in part. in accordance with this contract, the plans and
specifications. and within the time of completion designated in the Proposal; provided, also, that when the OWNER is having other work done, either by contract or by his own force, the
ENGINEER may direct the time and manner of constructing the work done under this contract, so that conflict will be be avoided and the construction of the various works being done for
the OWNER shall be harmonized. The CONTRACTOR shall submit, at such times as may reasonably be reqUested by the ENGINEER. schedules whichshall show the order in which the CONTRACTOR proposes to carryon the work, with dates at which the CONTRACTOR will start the several parls of the work. and estimated dates of completion
of the several parts. G·8 1 i i · t · , · , · ; 
..: 4.02 :'EXTENSION OF TIME. Should the CON'IRACTOR be delayed 􀁩􀁾􀀠the completion 01 the work ·by any act or neglect of the OWNER or ENGINEER, or of any employee of either, or by
other contractors employed by the OWNER, or by changes ordered in the work, or by strikes, lockouts, lires, and unusual delays by common carriers, or unavoidable cause or causes beyond
the CONTRACTOR'S control, or by any cause which the ENGINEER shall decide justifies the delay, tben an extension ·of time shall be allowed for completing the .work, sufficient to compellsate
for the delay, the amount of the extension to be determined .by the ENGINEER, provided, however, that the CONTRACTOR shall give the ENGINEER prompt notice in writing of the cause of
such delay. . 4.03 HINDRANCES AND DELAYS. No claims shall be made by the CONTRACTOR for damages resulting from hindrances or delays from any cause (except where the work is stopped by
order of the OVl'NER) during the progress of any portion of the work embraced in this contract. In In t!atie said work shall be stopped by the act of the OWNER, then such expense as
in the judgment CIf the ENGINEER is caused by such stoppage of said work shall be paid by the OWNER to the CONTRACTOR. 5. MEASUREMENT AND PAYMENT 5.01 QUANTITIES AND MEASUREMENTS. No
extra or customary measurements of any kind will be allowed, but the actual measured and lor computed length, area, solid contents, number and weight only shall be considered, unless
otherwise specifically provided. 5.02 ESTIMATED QUANTITIES. This agreement, including the specifications, plans and estimate, is intended to show clearly all work to be done and material
to be furnished hereunder. Where the estimated quantities are shown for the various classes of work to be done and material to be furnished under this contract, they are approximate
and are to be used only as a basis for estimating the probable cost of the work and for comparing the proposals offered for the work. It is understood and agreed that the actual amount
of work to be done and material to be furnished under this contract may differ somewhat from these estimates, and that where the basis for payment under this contract is the unit price
method, payment shall be for the actual amount of such work done and the material furnished. Where payment is based on the unit price method, the CONTRACTOR agrees that he will make
no claim for damages, anticipated profits or otherwise on account of any differences which may be found between the quantities of work actually done, the material actually furnished
under this contract and the estimated quantities contemplated and contained in the proposal; provided, however, that in case the actual quantity of any major item should become as much
·as 20% more than, or 20% less than the estimated or contemplated quantity for such items, then ·either party to this Agreement, upon demand, shall be entitled to a revised consideration
upon the portion of the work above or below 20% of the estimated quantity, ;.. ': A "Major Item" shall be construed to be be any individual bid item incurred in the proposal that 'has
a total cost equal to or greater than five (5) per cent of the total contract cost, computed on the ;basis of the proposal quantities and the contract unit prices . 􀀮􀀻􀀺􀁾􀀮􀀠.' '.,
Any revised consideration is to be determined by agreement between the parties, otherwisp :by)he terms of this Agreement. as provided under "Extra Work." .... . .' .... . . r' .. 5.03
:'PRICE OF WORK. In consideration of the furnishing of all the necessary labor, equipment imd material;. and the completion of all work by the CONTRACTOR, and on the completion of all
work and of the delivery of all material embraced in this Contract in full l,conformity with the specifications and stipulations herein contained, the OWNER agrees to pay ,the CONTRACTOR
the prices set forth in the Proposal hereto attached, which has been made a part of this contract. The CONTRACTOR hereby agrees to receive such prices in full for furniShing all material
and all labor required for the aforesaid work, also for all expense incurred by him, and for well and truly performing the same and the whole thereof in the manner and according to this
Agreement. G·9 
5.04 PARTIAL PAYMENTS. On or before the 10th day of each month, the CONTRACTOR shall prepare and submit to the ENGINEER for approval or modification a statement showing as completely
as practicable the total value of the work done by the CONTRACTOR up to and including the last day of the preceding month: said statement shall also include the value of all sound materials
delivered on the site of the work that are to be fabricated into the work. The OWNER shall then pay the CONTRACTOR on or before the 15th day of the current month the total amount of
the approved statement, less TO per cent of the amount thereof, which 10 per cent shall be retained until final payment, and further less all previous payments and all further sums that
may be retained by the OWNER under the terms of this Agreement. It is understood, however, that in case the wilole work be near to completion and some unexpected and unusual delay occurs
due to no fault or neglect on the part of the CONTRACTOR, the OWNER may-upon written recommendation of the ENGINEER-pay a reasonable and eqUitable portion of the retained percentage
to the CONTRACTOR. or the CONTRACTOR at the 􀁏􀁗􀁾􀁅􀁒􀀧􀁓􀀠option, may be relieved of the obligation to fu!ly complete the work and, thereupon, the CON· TRACTOR shall receive payment
of the balance due him under the contract subject only to the conditions stated under "Final Payment." 5.05 USE OF COMPLETED PORTIONS. The OWNER shall have the right to take possession
of and use any completed or partially completed portions of the work, notwithstanding the time for completing the entire work or such portions may not have expired but such taking possession
and use shall not be deemed an acceptance of any work not completed in accordance with the Contract Documents. If such prior use increases the cost of or delays the work, the CONTRACTOR
shall be entitled to such extra compensation, or extension of time, or both, as the ENGINEER may determine. The CONTRACTOR shall notify the ENGINEER when, in the CONTRACTOR'S opinion,
the contract is "substantially completed" and when so notifying the ENGINEER, the CO;-\TRAC· TOR shall furnish LO the ENGINEER in writing a detailed list of unfinished work. The ENGIl'\EER
will review the CONTRACTOR'S list of unfinished work and will add thereto such items as the CONTRACTOR has failed to include. The "substantial completion" of the structure or facility
shall not excuse the CONTRACTOR from performing all of the work undertaken, whether of a minor or major nature, and thereby completing the structure or facility in accordance with the
Contract Documents, 5.06 FINAL COMPLETION AND ACCEPTANCE. Within ten (10) days after the CO;-';· TRACTOR has given the ENGINEER written notice that the work has been completed, or substantially
completed, the ENGINEER and the OWNER shall inspect the work and within said time, if the work be found to be completed or substantially completed in accordance with the Contract Documents,
the ENGINEER shall issue to the OWNER and the CONTRACTOR his Certificate of Completion, Completion, and thereupon it shall be the duty of the OWNER within ten (10) days to issue a Certificate
of Acceptance of the work to the CONTRACTOR or to advise the CONTRAC· TOR in writing of the reason for non-acceptance. 5.07 FINAL PAYMENT. Upon the issuance of the Certificate of Completion,
the El\GINEER shall proceed to make final measurements and prepare final statement of the value of all work performed and materials furnished under the terms of the Agreement and shall
certify same to thE> OWNER, who shall pay to the CONTRACTOR on or after the 30th da\'. and before the 35th day, after the date of the Certificate of Completion, the balance due the CONTRACTOR
under the terms of this Agreement, provided he has fully performed his contractual obligations under the terms of this contract; and said payment shall become due in any event upon said
performance by the CONTRACTOR. Neither the Certificate of Acceptance nor the final payment, nor any provision in the Contract Documents, shall relieve the CONTRACTOR of the obligation
for fulfillment of any warra'nty which may be required. 5.08 PAYMENTS WITHHELD. The OWNER may, on account of subsequently discovered evidence, withhold or nullify the whole or part of
any certificate to such extent as may be necessary to protect himself from loss on account of: G-10 , ., j . , 
(a) Defective work not remedied. (b) Claims filed or reasonable evidence indicating probable filing of claims. (c) Failure of the CONTRACTOR to make payments properly to sub· contractors
or for material or labor. (d) Damage to another contractor. (el Reasonable doubt that the work can be completed for the unpaid balance of the contract amount. (C) Reasonable indication
that the work will not be completed within the contract time. When the above grounds are removed or the CONTRACTOR provides a Surety Bond satisfactory to the OWNER, which will protect
the OWNER in the amount withheld, payment shall be made for amounts withheld because of them. 5.09 DELAYED PAYMENTS. Should the OWNER fail to make payment to the CONTRAC· TOR of the
sum named in any partial or final statement, when payment is due, then the OWNER shall pay to the CONTRACTOR, in addition to the sum shown as due by such statement, interest thereon
at the rate of six (6) per cent per annum, unless otherwise specified, from date due as provided under under "Partial Payments" and "Final Payments," until full) paid, which shall fully
liquidate any injury to the CONTRACTOR growing out of such delay in payment, but the rignt is expressly reserved to the CONTRACTOR in the event payments be not promptly made. as provided
under "Partial Payments," to at any time thereafter treat the contract as abandoned by the OWNER and recover compensation, as provided under "Abandonment of Contract," unless such payments
are withheld in accordance with the provisions of "Payments Withheld." 6. EXTRA WORK AND CLAIMS 6.01 CHANGE ORDERS: Without invalidating this Agreement, the OWNER may, at any time or
from time to time, order additions, deletions or revisions to the work; such changes will be authorized by Change Order to be prepared by the ENGINEER for execution by the O .....NER
and the CONTRACTOR. The Change Order shall set forth the basis for any change if, contract price, as hereinafter set forth for Extra Work, and any change in contract time which may result
from the change. In the event the CONTRACTOR shall refuse to execute a Change Order which has been prepared by the ENGINEER and executed by the OWNER, the ENGINEER may in writing instruct
the CONTRACTOR to proceed with the work as set forth in the Change Order and the CONTRACTOR may make claim against the OWNER for Extra Work involved therein, as herein· after provided.
6.02 MINOR CHANGES: The ENGINEER may authorize minor changes in the work not inconsistent with the overall intent of the Contract Documents and not involving an increase in Contract
Price. If the CONTRACTOR believes that any minor change or alteration authorized by the ENGINEER involves Extra Work and entitles him to an increase in the Contract Price, the CONTRACTOR
shall make written request to the ENGINEER for a written Field Order. In such case, the CONTRACTOR by copy of his communication to the ENGINEER or otherwise in writing shall advise the
OWNER of his request to the ENGINEER for a written Field Order and that the work involved may result in an increase in the Contract Price. Any request by the CONTRACTOR for a change
in Contract Price shall be made prior to beginning the work covered by the proposed change. A.03 EXTRA WORK: It is agreed that the basis of compensation to the CONTRACTOR for work either
added or deleted by a Change Order or for which a claim for Extra Work is made shall be determined by one or more of the following methods: G·11 
Method (A)-By agreed unit prices; or Method (B)-By agreed lump sum; or Method (C)-If neither Method (A) nor Method (B) be acreed upon before the Extra Work is commenced. then the CONTRACTOR
shall be paid the "actual field cost" of the work, plua fifteen (15) percent. In the event said Extra Work be performed and paid Jor under Method (C). then the pro· visions of this paragraph
shall apply and the "actual field cost" is hereby defined to include the cost to the CONTRACTOR of all workmen, such as foreman, timekeepers, mechanics and laborers, and materials, supplies,
teams, trucks. rentals on machinery and equipment, for the time actually employed or used on such Extra Work, plus actual transportation charges necessarily incurred, together with all
power, fuel, lubricants, water and similar operating expenses, also all necessary incidental expenses incurred directly on account of such Extra Work, including Social Security, Old
Age Benefits and other payron taxes, and, a rateable proportion of premiums on Performance and Payment Bonds and Maintenance Bonds, Public Liability and Property Damage and Workmen's
Compensation, and all other insurance as may be required by any law or ordinance. or directed by the OWNER, or by them agreed to. The :r:;NGINEER may direct the form in which accounts
of the "actual field cost" shall be kept and the records of these accounts shall be made available to the ENGINEER. The ENGINEER or OWNER may also specify in writing, before the work
commences, ·the method of doing the work and the type and kind of machinery and equip· 􀁭􀁾􀁮􀁴􀀠to be used; otherwise these matters shall be determined by the CONTRACTOR. Unless otherwise
agreed upon, the prices for the use of machinery and equipment shall be determined by using 100 per cent, unless otherwise specified, of the latest schedule of Equipment Ownership EX!)i<;}sc
adopted by the Associated General Contractors of America. Where practicable the terms and prices for the use of machinery and equipment shall be incorporated in the Written Extra Work
Order. The fifteen (15%) per cent of the "actual field cost" to be paid the CONTRAC· TOR shall cover and compensate him for his profit, overhead, general superintendence and field office
expense, and all other elements of cost and expense not embraced within the "actual field cost" as herein defined. save that where the CONTRACTOR'S Camp or Field Office must be maintained
primarily on account of such Extra Work; then the cost to maintain and operate the same shall be included in the "actual field cost." No claim for Extra Work of any kind will be allowed
unless ordered in writing by the ENGINEER. In case any orders or instructions, either oral or written, appear to the CONTRAC· TOR to involve Extra Work for which he should receive compensation
or an adjustment in the construction time, he shall make written request to the ENGINEER tor written order authorizing such Extra Work. Should a difference of opinion arise as to what
does or does not constitute Extra Work, or as to the payment therefor, and the ENGINEER insists upon its performance, 'the CONTRACTOR shall proceed with the work after making written
request for written order and shall ke!lp an accurate account of the "actual field cost" tbereot, as proVided under Method (C). The CONTRACTOR will tbereby preserve the right to submit
the matter of payment to arbitration, as hereinbelow provided. 6.04 TIME OF FILING CLAIMS. It is further agreed by both parties hereto that all questions of dispute or adjustment presented
by the CONTRACTOR shall be in writing and filed with the ENGINEER within tbirty (30) days after the ENGINEER bas liven any directions, order or instruction to which the CONTRACTOR desires
to take exception. The ENGINEER shall reply within thirty (30) days to such written I>xceptions by tbe CONTRACTOR and render his final decision in writing. In case the CONTRACTOR should
appeal from the ENGINEER'S decision, any demand for arbitration shall be filed with the ENGINEER and the OWNER in. writing within ten (10) days after the date of delivery to CONTRACTOR
of the ENGINEER'S final decision. It is further agreed that final acceptance of the work by the OWNER and the acceptance by the CONTRACTOR of the final payment shall be a bar to any
claims by either party, except where noted otherwise in the Contract Documents. 6.05 ARBITRATION. All questions of dispute under. this Agreement shall be submitted to arbitration at
the request of either party to the dispute. The parties may agree upon one arbiter, otherwise, there shall be three, one named in writing by each party, and the third chosen 0.12 '1
, J 
by the two arbiters 10 lelected; or it the arbiters fail to select a third within ten (10) days, he shall be chosen by I District Judge lerving the County in which the major portion
of the project is located, unless otherwise specified. Should the party demanding arbitration fail to name an arbiter within ten (10) days of the demand, his right to arbitrate shall
lapse, and the decision of the ENGINEER shall be final and binding on him. Should the other party fail to choose an arbiter within ten (10) days, the ENGINEER shall appoint such arbiter.
Should either party refuse or neglect to supply the arbiters with any papers or information demanded in writing, the arbiters are empowered by both parties to take ex parte proceedings.
The arbiters shall act with promptness. The decision of any two shall be binding on both parties to the contract. The decision of the arbiters upon any question submitted to arbitration
under this contract shall be a condition precedent to any right of legal action. The derision of the arbiter or arbiters may be filed in court to carry it into effect. The arbiters,
if they deem the case demands it, are authorized to award the party whose contention is sustained, such sums as they deem proper for the time, expense and trouble incident to the appeal,
and if the appeal was taken without reasonable cause, they may award damages for any delay occasioned thereby. The arbiters shall fix their own compensation, unless otherwise provided
by agreement, and shall assess the cost and charges of the arbitration upon either or both parties. The award of the arbiters must be made in writing. 7. ABANDONMENT OF CONTRACT 7.01
ABANDONMENT BY CONTRACTOR. In case the CONTRACTOR should abandon and fail or refuse to resume work within ten (10) days after written notification from the O\\"SER. or the ENGINEER,
or if the CONTRACTOR fails to comply with the orders of the ENGJt-;EER, when such orders are consistent ,with the Contract Documents, then, and in that case, 􀁷􀁨􀁥􀁲􀁾􀀠performance
and payment bonds exist, the Sureties on these bonds shall be notified in writing and directed to complete the work, and a copy of said notice shall be delivered to the CONTRACTOR. After
receiving said notice of abandonment the CONTRACTOR shall not remove from the work any machinery. equipment, tools, materials or supplies then on the job. but the same, together with
any materials and equipment under contract for the work, may be held for use on the work by the OWNER or the Surety on the performance bond, or another contractor in completion of the
work; and the CONTRACTOR shall not receive any rental or credit therefor (except when used in connection with Extra Work, where credit shall be allowed as provided for under Section
6, Extra Work and Claims), it being understood that the use of such equipment and materials will ultimately reduce the cost to complete the work and be reflected iD the final settlement.
Where there is no performance bond provided or in ease tile Surety should fail to commence compliance with the notice for for completion hereinbefore provided for, within ten (10) days
after service of such notice, then the OWNER may provide for completion of the work in either of the following elective manners: 7.01.1 The OWNER may thereupon employ such force of men
and use such machinery, equipment, tools, materials and supplies as said OWNER may deem necessary to complete the work and charge the expense of such labor, machinery, equipment, tools,
materials and supplies to said CONTRACTOR, and expense so charged shall be deducted and paid by the OWNER out of such moneys as may be due, or that may thereafter at any time become
due to the CONTRAC· TOR under and by virtue of this Agreement. In case such expense is less than the sum which would have been payable under this contract, if the same had been completed
by the CONTRACTOR, then said CONTRACTOR shall receive the difference. In case such expense is greater than the sum which would have been payable under this contract, if the same had
been completed by said CONTRACTOR, then the CONTRACTOR and/or his Surety shall pay the Imount of such excess to the OWNER; or 7.01.2 The OWNER under sealed bids, after five (5) days
notice published one or more times in a newspaper having general circulation in the county of the location of the work, may let the contract for the completion of the work under substantially
the same terms and conditions which are provided in this contract. In case any increase in cost to the OWNER under the new contract as compared to what would have been the cost under
this contract, such increase shall be charged to the CONTRACTOR and the Surety shall be and remain bound therefor. However, should the cost to complete any such new contract prove to
be less than what would have been the cost to complete under this contract, the CONTRACTOR and/or his Surety shall be credited therewith. G·13 
When the work shall have been substantially completed the CONTRACTOR and his Surety shall be so notified and Certificates of Completion and Acceptance. as provided in Paragraph 5.06
hereinabove, shall be issued. A complete itemized statement of the contract accounts. certified to by the ENGINEER as being correct, shall then be prepared and delivered to the CONTRACTOR
and his Surety, whereupon the CONTRACTOR and lor his Surety, or the OWNER as the case may be, shall pay the balance due as reflected by said statement, within fifteen (15) days after
the date of such Certificate of Completion. . In the event the statement of accounts shows that the cost to complete the work is less than that which would have been the cost to the
OWNER had the work been completed by the CONTRACTOR under the terms of this contract; or when the CONTRACTOR andlor his Surety shall pay the balance shown to be due by them to the OWNER,
then all machinery, equipment. tools. materials or supplies left on the site of the work shall be turned over to the CONTRACTOR and lor his Surety. Should the cost to complete the work
exceed the contract price, and the CONTRACTOR andlor his Surety fail to pay the amount due the O\\'NER within the time designated hereinabove. and there remains any machinery, equipment.
tools, materials or supplies on the site of the work, notire thereof, together with an itemized list of such equipment and materials, shall be mailed to the CONTRACTOR and his Surety
at the respective addresses designated in this contract. provided, however, that actual written notice given in any manner will satisfy this condition. After mailing, or other giving
of such notice, such property shall be held at the risk of the CONTRACTOR and his Surety subject only to the duty of the O\\:>:ER to exercise ordinary care to protect such property.
After fifteen (15) days from the date of said notice the OVr'NER may sell such machinery. equipment, tools, materials or supplies and apply the net sum derived from such sale to the
credit of the CONTRACTOR and his Surety. Such sale may be made at either public or private sale, with or without notice, as the OWl':ER may elect. The O\\:>:ER shall release any machinery,
equipment, tools: materials, or supplies, which remain on the work. and belong to persons other than the CONTRACTOR or his Surety, to their proper owners. The books on all operations
pro\'ided herein shall be open to the CONTRACTOR and his Surety. 7.02 ABANDO!\MENT BY OWNER. In case the OWNER shall fail to comply with the terms of this contract, and should rail or
refuse to comply with said terms within ten (10) days after written notification by the CONTRACTOR, then the CONTRACTOR may suspend or wholly abandon the work, and may remove therefrom
all machinery, tools and equipment. and all materials on the site of work that have not been included in payments to the CONTRACTOR and have not been wrought into the work. And thereupon
the ENGINEER shan make an estimate of the total amount earned by the CONTRACTOR, which estimate shall include the value of all work actually completed by said CONTRACTOR (at the prices
statr,d in .he attached proposal where unit price$ are used), the value of all partially completed work at a fair and equitable price, and the amount of all Extra Work performed at the
prices agreed upon, or provided for by the terms of this controN, and a reasonable sum to cover the cost of any provisions made by the CONTRACTOR to carry the whole work to completion
and which cannot be utilized. The ENGINEER shall then make a final statement of the balance due the CONTRACTOR by deducting from the above estimate all previous payments by the OWNER
and all other sums that may be retained bv the OVr'NER under the terms of this kreement and shall certify same to the OWNER who shall pay to the CONTRACTOR on or before thirty (30) days
after the date of the notification by the CONTRACTOR the balance shown by said final statement as due the CONTRACTOR, under the terms of this Agreement. 1 j . l ; 1 G·14 
----------------PERFORMANCE BOND STATE OF TEXAS }COUNTY OF______ KNOW ALL MEN BY THESE PRESENTS; That-:::-:-_-:--______----'-____ ______--'-______􀁾􀁟􀀧􀁯􀁦the City of ____________ County
of ___________, and State of ______________" as 􀁰􀁲􀁩􀁮􀁣􀁩􀁰􀁾􀀬􀁡􀁮􀁤􀁾􀁾􀀭􀁾􀀭􀁾􀁾􀁾􀀭􀀭􀁟􀀽􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀂭authorized under the laws oC the State of Texas
to :act IS surety on bonds for 􀁰􀁲􀁩􀁮􀁣􀁩􀁰􀁾􀁳􀀮􀀠are held and firmly bound unto ' (Owner), in the 􀁰􀁥􀁮􀁾􀀠sum of Dollars ($ ) for the payment whereof, the said 􀁐􀁲􀁩􀁮􀁣􀁩􀁰􀁾􀀠and
Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, by these presents: WHEREAS, the 􀁐􀁲􀁩􀁮􀁣􀁩􀁰􀁾􀀠has entered into
a certain written contract with the Owner, dated the day of • 19 , to which contract i& hereby referred to and made a part hereof as fully and to the same extent as if copied at length
herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said 􀁐􀁲􀁩􀁮􀁣􀁩􀁰􀁾􀀠􀁳􀁨􀁾􀀱􀀠faithfully perform said Contract and shall in 􀁾􀁉􀀠respects duly and faithfully
observe and perform all and singular the covenants, conditions and agreements in and by said contract agreed and covenanted by the Principal to be observed and performed, and according
to the true intent and meaning of said Contract and the Plans and Specifications hereto annexed, then this obligation shall be void; otherwise to remain in full force and effect; "PROVIDED,
HOWEVER, that this bond is executed pursuant to the provisions of (Article 5160 for Public Work) (Article 5472d for Private Work)* of the Revised Civil Statutes of Texas as amended and
all liabilities on this bond shall be determined in accordance with the provisions of &aid Article to the same extent as if it were copied at length herein." Surety, for value received,
stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract, or to the work performed thereunder, or the plans, speci· fications, or
drawings accompanying the same, shall in anyway affect its obligation on this .Not applicable for federal work. See ''The Miller Act," 40 U.S.C. S270. PB·l 
bond, and it does hereby waive notice of any euch change, extension of time, alteration or addition to the terms of the contract, or to the work to be performed thereunder. IN WITNESS
WHEREOF, the said Principal and Surety have lligned and sealed this i!l8tru. ment this _____day of ____􀁾______, 19,___ Prilleipal By,________________________ 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀀭􀀭Title___________________ Titlp"-_______________ AddresB__________________ The name and addresB of the Resident Agent of Surety is: ,l i , i ,, , , PB-2 
PAYMENT BOND STATE OF TEXAS COUNTY OF __ -} KNOW ALL MEN BY THESE PRESENTS: That______________ _______'---_________---"of the City of ____________ County of____________, and State of____________-o,
as principal. authorized under the laws of the State of Texas to act as surety on bonds for prinCipals, are held and firmly bound unto (Owner). in the penal sum of Dollars ($ ) for the
payment whereof, the said Principal and Surety bind themselves and their heirs, administrators. executors, successors and assigns, jointly and severally. by these presents: WHEREAS.
the Principal has entered into a certain written contract with the Owner. dated the day of______ .------_____, 19 • to which contract is hereby referred to and made a part hereof as
fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall pay all claimants supplying labor
and material to him or a subcontractor in the prosecution of the work provided for in said said contract, then. this obligation shall be void; otherwise to remain in full foree and effect;
PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Article 5160 of the Revised Civil Statutes of Texas as amended and all liabilities on this bond shall be determined
in accordance with the provisions of said Article to the same extent as it it were copied at length herein. Surety, for value received, stipulates and agrees that no change. extension
of time. alteration or addition to the terms of the contract, or to the work performed thereunder, or the plans. specifications or drawings accompanying tb" Mme, shall in anywise affect
lts obligation on this PB-8 
-------------------bond, and it does hereby ",aive notice of any such change, extension of time, alteration or addition to the terms of the contract. or to the work to be performed thereunder.
IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this ___day of ____________• 19___ Prlllclp.1 8",..ty By________________________ By____􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭__
Title____________ Title_______________ Addres!______________Address , i The name and address of the Resident Agent of Surety is: PB-4 
DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00640 -MAINTENANCE BOND 00640-1 PART 1 -GENERAL 1.1 GENERAL: A. A Maintenance Bond in the amount of ten percent (10%) of the
Contract Price of the improvements shall be executed by the Contractor in favor of the Town of Addison, Texas. This bond will secure maintenance of the improvements by the Contractor
for one (1) year from the expiration date of the one year warranty period stipulated in the special conditions to the Performance Bond. B. This Maintenance Bond will be submitted at
the time of final acceptance of the project and will be binding for the one year period specified above. C. A sample of the Maintenance Bond to be used is attached. PART 2 -PRODUCTS
Not Used PART 3 -EXECUTION Not Used 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REQUIREMENTS PAGE SECTION 00640 -MAINTENANCE BOND 00640-2 MAINTEN.lUiCE BOND l 1 l KNOW ALL MEN BY THESE PRESENTS: · ,, THAT as PRINCIPAL, jand , a CORPORATION
organized under the laws of , as Sureties, do hereby expressly acknowledge themselves to be held and bound to pay unto the Town of Addison, Texas, the sum of dollars ($ ) for the payment
of which sum will and truly to be made unto said Town of Addison, Texas and its successors; said PRINCIPAL and SURETIES do hereby bind themselves, their assigns and successors jointly
and severally. ]THE CONDITION OF THIS OBLIGATION is such that whereas the PRINCIPAL has entered into a certain Contract with the Town of "1Addison, Texas dated the day of , 1990, ja
copy of which is hereto attached and made a part hereof for the construction of 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS, located · .in the Town of Addison, Texas; and i WHEREAS, said
Contract was entered into pursuant to the · ) requirements of the Town of Addison; and WHEREAS, in said Contract, Contractor binds itself to use of materials and methods of construction
such that all improvements · ,,will be initially completed free of perceptible defects and will {remain in good repair and condition and free of perceptible 1 defects for and during
a period of ONE (1) YEAR after the expiration of the one year warranty period stipulated in the special conditions to the Performance Bond; and WHEREAS, said Contractor binds itself
to construct said improvements in such a manner and obtain inspection approvals in proper sequence as are required to obtain acceptance by the Town of Addison and to repair or reconstruct
the said improvements in whole or in part at any time within said ONE (1) YEAR period to such extent as the Town of Addison deems necessary to properly correct all defects except those
which have been caused by circumstances and conditions occurring after the time of construction over which the Contractor had no control and which are other than those arising from defect
of construction by the · 1 Contractor; and, • 1 IWHEREAS, after the acceptance of the improvements by the Town of · J Addison, said Contractor binds itself, upon receiving notice from
the Town of Addison of the need thereof to repair or reconstruct said improvements, and if the contractor fails to make the necessary corrections, the Town of Addison may do or have
done all corrective work and shall have recovery hereon for all expenses thereby incurred. 1 j 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING
ENGINEERS PROJECT NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REQUIREMENTS PAGE SECTION 00640 -MAINTENANCE BOND 00640-3 NOW THEREFORE, if said contractor shall keep and perform its said agreement to maintain, repair
or reconstruct said improvements for a period of ONE (1) YEAR, as provided, then these presents shall be null and void, and have no further effect. Otherwise, this Bond shall be and
remain in full force and effect, said Town of Addison shall have and recover from the said contractor and its Surety damages in the premises as prescribed by said Contract. This obligation
shall be a continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. IN WITNESS WHEREOF, the said has caused these
presents to be executed by them; and the said by its ATTORNEY-IN-FACT -----------------------------------------, and the said ATTORNEY-INFACT has hereunto set his hand this the day of
, 1990. SURETY: PRINCIPAL: "'1 , END OF SECTION 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
1 l 􀀮􀁾, 1 ] · ,i ,, i · , · , i · I · , ! · ] · J i I.' 
DIVISION 0 -BIDDING AND CONTRACT REQUIREMENTS PAGE SECTION 00650 -CERTIFICATE OF INSURANCE 00650-1 PART 1 -GENERAL 1.1 GENERAL: A. After award of contract, contractor will provide Owner
with Certificate of Insurance which will be executed and bound here with final documents. B. Insurance: A certificate of insurance shall be filed with the OWner and the Engineer named
as additional insureds with regard to the Project and evidencing insurance coverage of limits not less than those in the General Conditions. C. Indemnifioation: The Contractor shall
indemnify and save harmless the Town of Addison, Texas, its agents and employees from and against all claims, damages, losses and expenses, including the attorney's fees arising out
of or resulting from the performance of the work; provided that any such claim, damage, loss or expense (a) is attributable to bodily injury to or destruction of tangible property, including
the loss of use resulting therefrom, and (b) is caused in whole or in part by any negligent act or omission of Contractor and Subcontractor, anyone directly or indirectly employed by
any of them, or anyone for Whose acts any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder. In any and all claims against any
party indemnified hereunder by any employee of the Contractor and Subcontractor, anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable,
the indemnification obligation herein provided shall not be limited in any way by any limitation of the amount or type of damages, compensation or benefits payable by or for the Contractor
or any Subcontractor under workmen's compensation acts, disability benefits acts, or other employee benefits acts. PART 2 -PRODUCTS Not Used PART 3 -EXECUTION Not Used END OF SECTION
1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
'1 ! 1 · I · 1 l · 􀀮􀁾􀀠 , '1 · J ! · j · 1 · 1 I J 
DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00800 -SUPPLEMENTARY CONDITIONS 00800-1 PART 1 -GENERAL 1. 1 GENERAL: A. These Supplementary Conditions supplement, modify,
change, delete from and/or add to the Specifications and the "General conditions of Agreement, Section 00700", Where any Article of the General Conditions is modified or any Paragraph,
subparagraph or Clause thereof is modified or deleted by these supplements, the unaltered provisions of that Article, Paragraph, Subparagraph or Clause shall remain in effect. 1.2 DEFINITION
OF TERMS: Wherever the words, forms or phrases defined herein or pronouns used in their place occur in these Specifications, in the Contract, in the Bonds, in the advertisement, or any
other document or instrument herein contemplated, or to which these Specifications apply or may apply, the intent and meaning shall be interpreted as follows: A. Owner: Wherever the
word "OWNER" is used in the Specifications and the Contract Documents, it shall be understood as as referring to the Town of Addison, Texas. B. Engineer: Wherever the word "ENGINEER"
is used in the Specifications and the Contract Documents, it shall be understood as referring to Ginn, Inc., 17103 Preston Rd., suite 100, LB 118, Dallas, Texas 75248. C. Advertisement:
All of the legal publications pertaining to the work contemplated or under Contract. D. Bidder: Any person, persons, partnership, company, firm, association, or corporation acting directly
or through a duly authorized representative submitting a Proposal for the work contemplated. E. Contract: The written agreement covering the performance of the work. The Contract includes
the advertisement, Proposal, Specifications, including special provisions, Plans or working drawings and any supplemental changes or agreements pertaining to the work or materials therefore,
and bonds. F. Contractor: The person, persons, partnership, company, firm, association, or corporation entering into Contract for the execution of the work, acting directly or through
a duly authorized representative. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REQUIREMENTS PAGE SECTION 00800 -SUPPLEMENTARY CONDITIONS 00800-2 G. Payment Bond: The approved form of security furnished by the contractor and his
surety as a guaranty for the protection of all claimants supplying labor and material in the prosecution of the work provided for in this 􀁃􀁯􀁮􀁴􀁲􀁡􀁣􀁴􀁾􀀠said security shall be in
accordance with the provisions of Article 5160, Revised Civil statutes of Texas, as amended by Acts of the Regular Session of the Legislature, 1959. H. Performance Bond: The approved
form of security furnished by the Contractor and his surety as a guarantee of good faith on the part of Contractor to execute the work in strict accordance with the Plans, Specifications
and terms of the Contract, and that the Contractor will maintain the work constructed by him in good condition for the period of time required; said security shall be in accordance with
the provisions of Article 5160, Revised Civil Statutes of Texas, as amended by Acts of the Regular Session of the Legislature, 1959. 1. Plan or Plans: All the Drawings pertaining to
the Contract and made a part thereof, including any supplementary drawings or addenda as the Engineer may issue in order to clarify other drawings, or for the purpose of showing changes
in the work hereinafter authorized, or for showing details not shown thereon. J. Proposal: The written statement or statements duly filed I .j -,1 • 1· , · " j I · I : ;, .i · ,! · 1
! ·.! ! ! · j with the Town of partnership, company, proposing to do the approved form on which to be prepared. K. Proposal Guaranty: Addison of the person, persons, firm, association,
or corporation work contemplated, including the the formal bids for the work are The security designated advertisement and Proposal, to be furnished bidder as a guaranty of good faith
to enter in the by each into a Contract with the Town of Addison and execute the required bonds for the work contemplated after the work is awarded to him, and payment of damages upon
his failure to enter into the Contract. L. special Provisions: The special clauses setting forth conditions or requirements peculiar to the specific project involved, supplementing the
standard Specifications, and taking precedence over any conditions or requirements of the standard Specifications with which they are in conflict. M. Specifications: The directions,
provisions, and requirements contained herein, together with the special 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO.
90433 -I I , J 
DIVISION 0 -BIDDING AND CONTRACT REQUIREMENTS PAGE SECTION 00800 -SUPPLEMENTARY CONDITIONS 00800-3 provisions, supplemental hereto, pertaining to the method and manner of performing
the work or to the qualities or quantities of the materials to be furnished under the Contract. N. Sureties: The corporate bodies which are bound by such bonds as are required with and
for the Contractor. Said sureties engaged to be responsible for the entire and satisfactory fulfillment of the Contract, and for any and all requirements as set out in the Specifications,
Contract or Plans. O. The Work:-All work, including the furnishing of labor, materials, tools, equipment, and incidental, to be performed by the Contractor under the terms of the Contract.
P. working Day: A working day is defined as: a calendar day including Saturdays, Sundays, or legal holidays in which weather or other conditions not under the control of the Contractor
will permit the performance of the principal units of work under way for a continuous period of not less than 7 hours between 8 a.m. and 6 p.m. One day will be charged against the Contract
working time when weather conditions will permit 7 hours of work as delineated above. A principal unit of work shall be that unit which controls the completion time of the Contract.
Nothing in this definition shall be construed as prohibiting the Contractor from working on Saturdays if he so desires and has the approval of the Engineer. Work on Sundays will not
be permitted (except in casesl of extreme emergency and then only with the written permission of the Engineer) . Q. Qualification of Bidder Forms: Bidder shall complete and submit the
Qualification of Bidder Forms bound within these contract documents with the bids submitted. The equipment-schedule, experience schedule, and Financial Statements shall be current statements
of a date not exceeding one (1) year prior to the date for recel.vl.ng bids and the information provided in the statements shall not be substantially different from the contractor's
actual actual status at the time bids are accepted. The Financial Statement submitted shall be prepared preferably by a Certified Public Accountant and be based on the yearly audit statement
of the firm. END OF SECTION 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00810 -MODIFICATIONS TO GENERAL CONDITIONS 00810-1 "1PART 1 -GENERAL >J 1.1 GENERAL: The following designated items of the
General conditions of Agreement are modified as follows: A. paragraph 2.06 Lines and Grades is deleted in its entirety and the following SUbstituted therefore • "The Engineer will provide
references to bench marks and horizontal control points in close proximity to the Work. From these control points, the Contractor shall provide all surveying necessary to layout the
Work. Contractor shall be responsible for establishing all lines and grades necessary to control the Work and shall be responsible for the precise location of all '1facilities." ..l
"The Engineer may make checks as the Work progresses to verify lines and grades established by the Contractor to 1 determine the conformance of the completed work as it j progresses
with the requirements of the Contract Specifications and Drawings. Such checking by the IEngineer shall not relieve the Contractor of his jresponsibility to perform all Work in connection
with the Contract Drawings and Specifications and the lines and grades given therein. B. paragraph 3.09 -Protection Against Accident to Employees and the Public is modified by adding
the following: "Contractor's attention is specifically directed to the Texas Occupational Safety Law." "The Contractor shall so conduct his operations as to offer the least possible
obstruction and inconvenience to public traffic. After the "Notice to Proceed" is issued, the Contractor shall notify the Engineer, at the earliest possible date, of the starting of
hauling of materials and any construction work which might in any way !inconvenience or endanger traffic." . 1 "The Contractor shall provide and maintain flagmen at all points where
his operations interfere in any manner with I ..Jtraffic flow. Flagmen shall be English speaking, courteous, well informed, physically and mentally able effectually to perform their
duties in safeguarding and jdirecting traffic and protecting the Work, and shall be neatly attired and groomed at all times when on duty. Flagmen, when directing traffic, shall use standard
flagging procedures set forth in the 'Instructions to Flagmen' published by the Texas State Department of Highways and Public Transportation." 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS
-TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 j 
DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00810 -MODIFICATIONS TO GENERAL CONDITIONS 00810-2 "The Contractor shall provide, construct and maintain suitable barricades
as shown on the Plans and elsewhere when directed by the Engineer. The Contractor shall provide and maintain such standard barricades or special barricades, signs, lights and flags at
points along the project as may be necessary to protect the Work and safeguard all traffic. All signs, barricades and working area layouts shall be provided and maintained in accordance
with requirements of Part VI of the Manual on Uniform Traffic Control Devices, 'Traffic Controls for Street and Highway Construction and Maintenance Operations.' Signs and barricades
to facilitate the flow of traffic will be the responsibility of the Contractor. The use of SUfficient vertical panels with flashers in conjunction with necessary warning signs and barricades
will be required to direct traffic." "No direct payment will be made for the work involved in carrying out the public safety measures herein provided, the cost thereof being included
in the prices paid for the various Contract items of work and no additional allowance will be made therefore." C. Paragraph 3.10 Performance and Payment Bonds is modified as follows:
1. With the execution and delivery of the Contract, the Contractor shall execute and furnish separate Performance and Payment Bonds on the forms provided as follows: a. Performance Bond:
A Performance Bond in the amount of one hundred 􀁾􀁥􀁲􀁣􀁥􀁮􀁴􀀠(100%) of the Contract price, or any 􀁾􀁮􀁣􀁲􀁥􀁡􀁳􀁥􀁳􀀠or deletions therefrom due to Contract modifications, guaranteeing
faithful performance of the work and fulfillment of the obligations of the Contract. The Performance Bond shall guarantee that the Contractor shall repair and/or replace any defects
in the work arising from defective or inferior workmanship or materials used therein, for a period of one (1) year from date of final acceptance of the work by the Owner. b. Payment
Bond: A Payment Bond in the amount of one hundred percent (100%) of the Contract price, or any increases or deletions therefrom due to Contract modifications, guaranteeing payment to
all persons supplying labor and materials or furnishing equipment in the execution of the Contract. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING
ENGINEERS PROJECT NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00810 -MODIFICATIONS TO GENERAL CONDITIONS 00810-3 2. Performance and Payment bonds shall be from an approved surety company
holding a permit from The State of Texas to act as surety or other surety or sureties acceptable to the Owner. D. paragraph 3.18 -Insurance is modified by the addition of the following
• . ·1 Icontractor shall comply with each and every condition contained herein. The Contractor shall provide and maintain, until the work covered in the contract is completed and accepted
by the owner, the minimum insurance coverages as follows: 1. Commercial General Liability insurance at minimum :1 combined single limits of $1, ODD, 000 per-occurrence and $2,000,000
general aggregate for bodily injury and property damage, which coverage shall include products/completed operations, and XCU hazards. Coverage for products/completed operations must
be maintained for at least two years after the construction work is completed. coverage must be written on an occurrence form. 2. Workers compensation insurance at statutory limits,
including employers' liability coverage at minimum limits of $500,000. 3. Commercial Automobile Liability insurance at 􀁭􀁾􀁮􀁾􀁭􀁵􀁭􀀠 combined single limits of $1,000,000 per-occurrence
for bodily injury and property damage, including owned, non-owned, and hired-car coverage. 4. All-Risk Builders' Risk insurance at completed value · , if the contract is for the construction
of a l structure or building. · 1 "":"I*Note that the general aggregate limit must be at least · l two times the per-occurrence limit. i A comprehensive general liability insurance form
may be used in lieu of a commercial general liability insurance form. In this event, coverage must be written on an occurrence basis, at limits of $1,000,000 per-occurrence combined
single limit, and coverage must include a broad form comprehensive general liability endorsement, products/completed operations and XCU hazards. 1 with reference to the foregoing insurance
requirement, · j Contractor shall provide the following endorsements: 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS · .GINN, INC.-CONSULTING ENGINEERS PROJECT NO.
90433 i 
DIVISION 0 -BIDDING AND CONTRACT REQUIREMENTS PAGE SECTION 00810 -MODIFICATIONS TO GENERAL CONDITIONS 00810-4 1. Named insured wording which includes the Contractor, the OWner and Ginn,
Inc., with respect to General Liability, Automobile Liability, and Builders' Risk. 2. All liability policies shall contain cross liability and severability of interest clause. 3. A waiver
of subrogation in favor of the Owner and Ginn, Inc. with respect to the Builders' Risk and Workers Compensation Insurance. 4. The policy shall be endorsed to require the insurer to immediately
notify the Owner and Ginn, Inc. of any material change in the insurance coverage. All insurance shall be purchased from an insurance company that meets the following requirements: 1.
A Best financial grading of A:X or better. 2. Licensed and admitted to do business in the state of Texas. All insurance must be written on forms filed with, and approved by, the Texas
state Board of Insurance. certificates of Insurance shall be prepared and executed by the insurance company or its authorized agent and shall contain provisions representing and warranting
the following: 1. The company is licensed and admitted to do business in the state of Texas. 2. The company's forms have been approved by the Texas State Board of Insurance. 3. Sets
forth all endorsements as required above. 4. The Owner and Ginn, Inc. will receive at least sixty (60) days notice prior to cancellation or termination of the insurance. Upon request,
Contractor, shall furnish the Owner with certified copies of all insurance policies. The Contractor shall also file with the Owner valid Certificates of Insurance covering all subcontractors
in accordance with the insurance requirements set forth herein for Contractor. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT
NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REQUIREMENTS PAGE SECTION 00810 -MODIFICATIONS TO GENERAL CONDITIONS 00810-5 E. Section 4 -PROSECUTION AND PROGRESS is deleted in its entirety and the
following substituted therefore: 4. TIME FOR COMPLETION AND LIQUIDATED DAMAGES 4.01 TIME FOR COMPLETION: The time allotted for completion of all items of work for this project shall
be the number of consecutive calendar days, as stated on proposal form. It is hereby understood and mutually agreed, by and between the Contractor and the Owner, that the date of beginning
and the time for completion as specified in the Contract of the work to be done hereunder are ESSENTIAL CONDITIONS of this Contract: and it is further mutually understood and agreed
that the work embraced in this Contract shall be commenced on a date to be specified in the Notice to Proceed. The Contractor agrees that said work shall be prosecuted regularly, diligently,
and uninterruptedly at such a rate of progress as will insure full completion thereof within the time specified. It is expressly understood and agreed by and between the Contractor and
the owner, that the time for the completion of the work described herein is a reasonable time for the completion of same, taking into consideration the average climatic range and usual
conditions prevailing in this locality. 4.02 LIQUIDATED DAMAGES: If the said Contractor shall neglect, fail or refuse to complete the work within the time herein specified or any proper
extension thereof granted by the OWner, then the Contractor does hereby agree, as a part consideration for the awarding of this Contract, to pay to the Owner an amount as stipulated
on bid proposal form FOR EACH CALENDAR DAY, not as penalty, but as liquidated damages for such breach of Contract as hereinafter set forth, for each and every calendar day that the Contractor
shall be in default after time stipulated in the Contract for completing the work. The said amount is fixed and agreed upon by and between the Contractor and Owner because of the impracticability
and extreme difficulty of fixing and ascertaining the actual damages the Owner would in such event sustain, and said amount shall be retained from time to time by the Owner from current
periodical estimates. :1 '1 J 1 j . i ., , . ,J j 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REQUIREMENTS PAGE SECTION 00810 -MODIFICATIONS TO GENERAL CONDITIONS 00810-6 It is further agreed that time is of the essence of each and every portion
of this Contract and of the Specifications wherein a definite and certain length of time is fixed for the performance of any act whatsoever; and where under the Contract an additional
time is allowed for the completion of any work, the new time limit fixed by such extension shall be of the essence of this Contract. Provided. that the Contractor shall not be charged
with liquidated damages or any excess cost when the Owner determines that the Contractor is without fault and the Contractor's reasons for the time extension are acceptable to the OWner;
Provided further. that the Contractor shall not be charged with liquidated damages or any excess cost when the delay in completion of the Work is due: a. To any preference, priority
or allocation order duly issued by the Government; b. To unforeseeable cause beyond the control and without the fault or negligence of the Contractor, including but not restricted to,
acts of God, or of the public enemy, acts of the Owner, acts of another contractor in the performance of a Contract with the Owner,fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes, and severe weather: and c. To any delays of subcontractors or suppliers occasioned by any of the causes
specified in subsections (a) and (b) of this article; Provided further. that the Contractor shall within ten (10) days from the beginning of such delay, unless the Owner shall grant
a further period of time prior to the date of final settlement of the Contract, notify the Owner, in writing, of the causes of the delay, who shall ascertain the facts and extent of
the delay and notify the Contractor within a reasonable time of its decision in the matter. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS
PROJECT NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REQUIREMENTS PAGE SECTION 00810 -MODIFICATIONS TO GENERAL CQNDITIONS 00810-7 F. paragraph 5.04 Partial Payments, is deleted in its entirety and the following
substituted therefore: "On or before the tenth of the month, the contractor shall prepare and submit to the Engineer for approval a statement showing as completely as practicable the
total value of the work done by the contractor up to the last day of the previous month. "The Owner shall then pay the contractor after receiving the Engineer's recommendation for payment.
For partial payments, the Owner shall pay the Contractor within 21 days of Engineer's approval of the Application for Payment. For final payment, the Owner shall pay the Contractor within
30 days after receiving City council approval.The amount paid shall be the total amount less five (5) percent of the amount if total project estimated cost exceeds $400,000 or ten (10)
percent of the amount if the estimated project cost is less than $400,000, which percent retained shall be held until final payment, and further less all previous 1 payments and all
further sums that may be retained by 􀁾􀀠the Owner under the terms of this agreement. · , "It is understood, however, that in case the whole work be near to completion and some unexpected
and unusual delay occurs due to no fault or neglect on the part of the contractor, the Owner may---upon written recommendation of the Engineer---pay a reasonable and equitable portion
of the retained percentage to the contractor, or the Contractor at the Owner's option, may be relieved of the obligation to fully complete the work and, thereupon, the Contractor shall
receive payment of the balance due him under the Contract subject only to the conditions stated under 'Final Payment'." G. seotion 6 -EXTRA WORK AND CLAIMS, Applicable portions of Section
6 are hereby modified according to the following: · 1 i i · ;"In addition to the terms and conditions contained in section 6 EXTRA WORK AND CLAIMS of the General Conditions of Agreement,
no Change Order Shall be made without a written order from the Owner, in which event, the Contractor shall proceed with such Extra Work or change, , ! and no claim for an addition to
the Contract Sum shall be valid unless so ordered. All Change Orders which shall • J i exceed the sum of $5,000.00 shall not be made without first obtaining City Council approval. All
Change Orders · I which shall not exceed $5,000.00 shall be first approved : by the city Manager before such work shall be done. 1 Neither the Engineer or any other representative or
1 􀁾􀀠1 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 1 i .J 
DIVISION 0 -BIDDING AND CONTRACT REQUIREMENTS PAGE SECTION 00810 -MODIFICATIONS TO GENERAL CONDITIONS 00810-8 employee of the City shall have the right to waive or authorize Change Orders
in contradiction to the above provisions. Not withstanding any provision to the contrary contained in this agreement, Contractor shall not be entitled to claim any delay or additional
compensation for the time which it takes to obtain the consents required herein" END OF SECTION 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING
ENGINEERS PROJECT NO. 90433 
1 j '] ] ] 1 J 1 i j · , ; · j j • J ! I · .J I I , I 
DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00830 -SPECIFIC PROJECT REOPIREMENTS 00830-1 PART 1 -GENERAL 1.1 OPERATION AND MAINTENANCE MANUAL: (Not required this project)
A. The Contractor shall prepare and assemble for submittal to the Owner's Engineer, six (6) copies of data for inclusion in an operation and maintenance manual. The data shall be bound
in 3-ring note books, and shall consist of the following items: 1. Maintenance and operation instructions including routine adjustments and lubrication for all functional equipment provided
in this contract. Special emphasis shall be placed on preventive maintenance and safety recommendations. 2. Annual man-hour estimates for the routine and preventive maintenance of the
equipment as specified in Item 1 above. 3. Manufacturer's manuals and parts lists for all equipment specified in Item 1 above. 4. Shop drawings as approved by the Owner's Engineer. B.
All operation and Maintenance Manual data shall be submitted at one time and not later than the time at which the contract becomes 90% complete. 1.2 ORDER OF WORK: A. The contractor
shall schedule and conduct all his operations and perform his work in such a manner as to not interfere with the operation of the day to day activities of the general public in the area
of the work. B. Any alterations to or through the existing utility system will be accomplished only after coordination with both the Director of Water Utilities and the Engineer, and
only with the consent of both. Any special piping or valves required for temporary rerouting or diversion of flows shall be provided by the Contractor and no additional payment will
be made therefore unless authorized in writing by the Engineer. 1.3 CONTRACT EXECUTION AND ISSUANCE OF WORK ORDER: It is the intention of the OWner to notify the Successful Bidder in
writing, within ninety (90) days after receiving bids, of his acceptance of the proposal. The Contractor shall complete the execution of the required Bonds and Contract within ten (10)
days of such notice. Upon 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REQUIREMENTS PAGE SECTION 00830 -SPECIFIC PROJECT REOUIREMENTS 00830-2 completion of the execution of the Contract Documents, the Owner/Engineer will
issue a "Notice to Proceed with Construction." 1.4 STATE AND CITY SALES TAX: A. The Contractor's attention is directed to Amendment No. 7 to Section 6a, Article 20.01, Chapter 20, Title
122A, Taxation-General of the Revised civil Statutes of Texas. This amendment provides that all items used or consumed by a contractor, whether incorporated into the project or not,
can be purchased free of State and City sales tax when the project is being performed for an exempt agency. Included are equipment rentals and other items which are consumed by the :]contractor
but are not incorporated into the project. B. This Contract is issued by an organization which qualifies for exception pursuant to the provisions of Article 20.04 (F) of the Texas Limited
Sales, Excise and Use Tax. C. The contractor performing this Contract may purchase, rent or lease all materials, supplies, and equipment used or consumed in the performance of this Contract
by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate complying with state comptroller's ruling No. 95-0.07. Any such exemption certificate
issued by the contractor in lieu of the tax shall be subject to the provisions of the State comptroller's ruling No. 95-0.09 as amended to be effective October 2, 1968. 1.5 EXISTING
STRUCTURES: . , 1 The Plans show the locations of all known surface and 1 sub-surface structures believed to be involved in this proposed construction. However, the Owner or Engineer
assumes no responsibility for failure to show any or all of these structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not
be considered sufficient basis for claims for additional compensation for extra work, unless the obstruction encountered is such as to necessitate changes in the lines or grades, or
requires requires the building of special work, provisions for which are not made in the Plans and Specifications, in which case the provisions in the General Conditions of Agreement
for extra work shall apply. 1.6 PROTECTION AND RESTORATION OF PROPERTY: The Contractor shall be responsible for the preservation from injury and damage, resulting directly or indirectly
. i from the execution of the work under this Contract, of all 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00830 -SPECIFIC PROJECT REOUIREMENTS 00830-3 public and private property adjacent to the work. He shall use every precaution
to prevent the damage or destruction of buildings, poles, trees, shrubbery and lawns. Also, underground structures such as wires, cables, etc.: within or without the work area. He shall
protect and carefully preserve all official survey monuments, properties and section markers or other similar markers until an authorized agent has witnessed or otherwise referenced
their location and shall not remove them until directed. When or where direct or indirect damages or injury is done to public or private property by or on account of any act, omission,
neglect or misconduct in the execution of the work or in consequences of the non-execution of same on the part of the Contractor, such property shall be restored at the Contractor's
expense to a condition similar or equal to that existing before such damage or injury was done, he shall make good such damage or injury in an acceptable manner. In case of failure on
the part of the Contractor to restore such property, or make good such damage, or injury, the Engineer may upon twenty-four (24) hours written notice, proceed to repair, rebuild or otherwise
restore such property as may be deemed necessary and the cost thereof shall be deducted from any moneys due the Contractor under the Contract. 1.7 REFERENCE SPECIFICATIONS: Reference
to ASTM, or others as listed below, shall be considered as referring to the Specifications or Method of Test as set forth by those various organizations and shall be considered as part
of these specifications when designated as such. Abbreviations and meanings are as follows: A.S.A..•..........American Standards Association A.S.T.M...........American society of Testing
Materials A.A.S.H.T.O...•...American Association of State Highway & Transportation Officials A.C.I.............American Concrete Institute A.w.S .............American Welding Society
A.W.W.A•.••.•••.••American Water Works Association S.S.P.C...........Steel Structures Painting Council, Federal Specifications Treasury Department Procurement Division, United States
Government U.L.••.......•..••Underwriters Laboratories N.E.M.A...........National Electrical Manufacturers Association W.F.C.F...........Water Pollution Control Federation T.S.D.H.P.T.......Texas
State Department of Highways and or THD Public Transportation C.D.G.S ....•......city of Dallas General Specifications 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS
GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REQUIREMENTS PAGE SECTION 00830 -SPECIFIC PROJECT REQUIREMENTS 00830-4 S.S.P.W.C.N.C.T..•Standard specifications for Public Works Construction North
Central Texas N.C.T.C.O.G••.••.•North Central Texas Council of Governments 1.8 SUBSURFACE CONDITIONS: Contractor shall make his own investigation of subsurface conditions. No claims
for extra compensation due to unusual soil conditions that are found to exist will be allowed. 1.9 SERVICE OF MANUFACTURER'S REPRESENTATIVE: The Contract price for the project shall
include the cost of furnishing competent and experienced engineers or superintendents who shall represent the manufacturers and shall assist the Contractor, when required, to install,
adjust and test the equipment in conformity with the Contract Documents. After the equipment is placed in permanent operation by the Owner, such engineer or superintendent shall make
all adjustments and tests required by the Engineer to prove that such equipment is in proper and satisfactory satisfactory operating condition, and shall instruct the Owner's representatives
in the proper operation and maintenance of such equipment or system. 1.10 PLANS AND SPECIFICATIONS AVAILABILITY: The Engineer will provide the Contractor with three (3) copies of Plans
and specifications in addition to the Contract Sets provided for use on the project. Additional copies may be purchased by the Contractor for the cost of printing. Reproducibles required
for as-builts will be paid for by the Contractor. Engineer will provide the original Drawings, for reproduction. 1.11 CONTRACTOR'S RESPONSIBILITY FOR UTILITIES AND SERVICES: The Contractor
shall make his own investigations and be fully responsible for locating and taking care not to damage any gas, water, sewer, or telephone 1ines. The Contractor shall not begin any operations
which may interfere with or impair the normal service being rendered by public utility operators. The Contractor will be held responsible for the protection of the property or service
of public utilities within the limits of the Work. In case that such physical properties conflict with the performance of the Contract, it shall be the Contractor's responsibility to
anticipate such conflicts and to give advance notice thereof to the owners of the utility. The Contractor will be responsible for any damages done by him to any utility structure whether
owned by a public or private agency. Damage of whatever nature to the existing facilities shall be repaired immediately at the Contractor's own expense as directed by the Engineer. 1990
MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 ] ] :1 ] j ",j .i 
DIVISION 0 -BIDDING AND CONTRACT REQUIREMENTS PAGE SECTION 00830 -SPECIFIC PROJECT REQUIREMENTS 00830-5 Contractor shall be responsible for the relocation of any water, sewer, gas, telephone
or other utility which interferes with the performance of the Contract. No extra claims for compensation will be allowed for any utility relocation, unless approved in writing by Engineer,
prior to relocation. 1.12 MANUFACTURER'S DIRECTIONS: All manufactured articles, materials and equipment shall be applied, installed, connected, erected and used as directed by the manufacturers,
unless herein specified to the contrary. Contractor shall furnish copies of all printed directions with the material. 1.13 SANITARY FACILITIES: The Contractor shall provide at his own
expense field toilets for the use of the employees and contractor forces. The facilities shall conform to the requirements of the Texas State Health Department and those of any other
agencies having jurisdiction herewith. The field toilets shall be cleaned and scrubbed with a disinfectant at least once per day. 1.14 GUARANTEE OF WORK: All work shall be guaranteed
against defects resulting from the use of inferior materials, equipment or workmanship for one year from date of final acceptance of the project. 1.15 FINAL REVIEW AND OBSERVATION: When
the work is completed, the Contractor shall notify the Owner in writing on which date he will be ready for final test and review. Notice shall be given seven (7) days in advance and
verified by telephone twenty-four (24) hours prior to the time set for review and observation. After the Owner and Engineer are completely satisfied with the work, the Engineer shall
make final measurements of all items and approve final estimate and recommend to the Owner to make final payment to the Contractor. 1.16 PERMITS AND LICENSES: All permits and licenses
of a temporary nature necessary for the prosecution of the work shall be secured and paid for by the Contractor. Building permit fees shall be waived for this work, but Contractor Shall
Shall apply for a building permit in normal manner. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 0 -BIDDING AND CONTRACT REQUIREMENTS PAGE SECTION 00830 -SPECIFIC PROJECT REQUIREMENTS 00830-6 1.17 NQTICE-OF-REQUIREMENT FOR CERTIFICATION OF NON-SEGREGATED FACILITIES: Bidders
are cautioned as follOWS: By signing the Contract for which these bids are solicited, the bidder will be deemed to have signed and agreed to the provisions of the "Certificate of Non-segregated
Facilities" as contained in the Specifications for this project. 1.18 LAYOUT OF PROJECT COMPONENTS: Prior to start of any work to be done, Contractor shall have laid out (horizontally
and vertically) all components of the project, and have them reviewed by the Engineer before proceeding. The Contractor shall be responsible for all alignment and elevation control.
The Contractor shall provide the Engineer a "cut sheet" prior to beginning any excavation or embankment, indicating all "cuts and fills" as required on the project. 1.19 STATE HIGHWAY
DEPARTMENT: In the adoption of the Texas State Department of Highways and PUblic Transportation standard specifications, it is understood that any reference made to the Texas State Department
of Highways and Public Transportation shall be taken to include the Town of Addison, as applicable. 1.20 EXCAVATION PERMIT: Contractor shall perform all Work associated with this project
in conformance with the Plans, Specifications and applicable ordinances of the Town of Addison. Contractor's attention is directed in particular to Ordinance No. 085-094 and Ordinance
No. 085-051 which concerns opening and excavation of streets, alleys, sidewalks and other public grounds. Ordinance No. 085-094 and 084-051 are included in Appendix B. The contractor
shall execute an Excavation Permit from the Town of Addison prior to beginning his work. 1.21 WAGE RATES: All employees directly employed on this project by the contractor or his sub-contractors
shall be paid the Prevailing Wage Scale for work of a similar character in the locality, and in no event less than the minimum rates per hour specified in SECTION 00200. The The wage
rates applicable to the work called for are the minimum to be paid to the various classes of labor and crafts. The Contractor is at liberty to pay any amount over and above the rates
called for herein. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 ] ., , 􀁾􀀠􀁾􀀱􀀠.1.' . J . j .. , ,j i 
DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00830 -SPECIFIC PROJECT REOUIREMENTS 00830-7 1. 22 TESTING: All required testing will be paid for by the Town of Addison. Any
test which fails will be retested by the testing laboratory after corrective measures have been made by the Contractor. Retests shall be paid for by the Contractor. Testing requested
by the Contractor for his own use to ascertain whether or not complying with the Specifications will be paid for by the Contractor. 1.23 COORDINATION WITH OTHER CONTRACTORS: The Contractor
shall be responsible for coordination of all construction coordination with other contractors working the general vicinity of this project. 1.24 SUGGESTED SEQUENCE OF CONSTRUCTION: The
Contractor shall submit a sequence of construction for review by the Engineer prior to beginning construction. The schedule shall indicate the number of working days to complete each
project, and the projected beginning date. Contractor shall start and finish each project before proceeding to the next. The Contractor will be required to submit a timetable, prior
to the beginning of construction, addressing when the principal items of work shall be conducted. A barricade and traffic control plan shall be submitted to the Engineer, concurrently
with the sequence of construction, for review which shows traffic control configurations for the various phases of Work. The Owner reserves the right to approve the sequence of construction
and order of work to be done prior to beginning of construction. Owner also reserves the right to make changes in the sequence, if contractor is given a minimum of 48 hours notice of
impending change. No additional compensation will be allowed, unless approved in writing by Owner prior to change of sequence. Potential scheduling conflicts may occur 2-3 weeks prior
to the Grand Prix race which begins on June 1, 1990. The tentative order of preference for construction is: Belt Line Road; Quorum Drive; Arapaho/Spectrum; Addison Road; Quorum/Mildred;
Oaks North Bridge; Morman Lane Drainage; and Cody Drainage. 1.25 GENERAL NOTES: 1. If, at any time during construction, the Contractor's proposed plan of operation for handling traffic
does not provide for safe and comfortable movement, the Contractor shall change his operation to the extent 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING
ENGINEERS PROJECT NO. 90433 \ 
'!DXVXSXON 0 -BXDDXNG AND CONTRACT REOUXREMENTS PAGE 􀁾􀀠SECTION 00830 -SPECIFIC PROJECT REQUIREMENTS 00830-8 necessary to correct unsatisfactory conditions. Any , major correction must
be approved by the Engineer. J 2. Part VI, "Traffic Controls for Street and Highway Construction and Maintenance Operations" of the "Manual on Uniform Traffic Control Devices" shall
be adhered to throughout the duration of this project. "Construction Ahead" and "End Construction" signs, with the barricades shall be installed at the beginning and end of the project.
These signs shall be considered incidental work and will not be paid for as a separate pay item. 3. Prior to the start of construction, it is the responsibility of the Contractor to
determine the location of all utilities, whether or not shown on the Plans. The Contractor shall also become familiar with any proposed adjustments to be made by the utility owners and
extend full cooperation. Under no circumstances will a claim for extras, due to delay caused by various utility companies be allowed. 4. Any costs resulting from Contractor damages to
utilities shall be the responsibility of the Contractor. 5. All water and sanitary sewer facilities that may interfere with construction shall be relocated and adjusted by the Contractor
with the Engineer's approval. · ,,, 6. The Contractor shall notify the Engineer prior to .., any demolition of paving. 7. In the adoption of the Texas state Department of ;· ,Highways
and Public Transportation Standard Specifications, it is understood that any reference made to the Texas State Department of Highways and Public Transportation shall be taken to include
the Town of Addison, as applicable. 8. The items under which payment is to be made are as listed in the Proposal and Bid forms. Any reference to other items in the standard specifications
as pay items is hereby deleted. Only the provisions for construction requirements of such items are to be complied with. 9. The Contractor will be held responsible for placing and ;
::maintaining maintaining all necessary barricades, vertical panels " with flashers and signs to provide maximum safety to the motorist. All barricades and signs shall be kept clean
and broken ones will be replaced. The Contractor shoUld use good judgment when considering the safety for motorists. Barricades and signs will not be a direct pay item on this · , project.
1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 1 
DIVISION 0 -BIDDING AND CONTRACT REOUlREMENTS PAGE SECTION 00830 -SPECIFIC PROJECT REOUlREMENTS 00830-9 10. contractor shall notify the following utility companies prior to commencing
work in the area: TU Electric, Tim Brancheau-323-8910, Lone Star Gas, Leon weatherford -3805938, Southwestern Bell, Bob Zechman -739-7686 and storer Cable, Rudy Fernandez -840-2388.
11. Contractor shall pay particular attention to the notes which are associated with each of the various section and areas of work. The work is being done at several locations within
the Town of Addison and its is recommended that the Contractor familiarize himself and his construction crews with work specified for each area. 12. All landscape, irrigation, and paver
damage or replacement shall be repaired by an approved sub-contractor with prior experience in these areas. 13. When sprinklers have been damaged or are in the process of being repaired,
the contractor must keep existing landscaping watered throughout until sprinkler operation is restored. Any plant material damaged or removed will be replaced with new materials similar
in size and identical in type. The contractor shall make every effort to avoid damage to existing plant materials and sprinkler systems. 14. All damaged turf areas shall be tilled, leveled,
raked, and sodded with Tex Turf 10 Solid Sod. This only applies to existing Bermuda Grass turf areas. 15. All trees designated to be transplanted shall be balled, and burlapped by an
approved contractor with prior experience in field digging and relocating trees. 16. Root balls shall be firm, neat, slightly tapered, well burlapped and wired. Trees with loose or broken
root balls at the time of transplanting shall be rejected and replaced with a tree of the same size. Root balls shall be dug to provide a minimum of 10" diameter for each 1" caliper
measured 12" above the tree ball. All wire must be removed at least halfway down the ball prior to backfilling. 17. Relocated trees shall be balled, burlapped, and left in place to allow
adequate curing time before transplanting. A minimum of three weeks is allowable for cure time. The root balls shall be kept moist during cure time. 18. All irrigation replacement or
repair shall be done by a licensed irrigator. 19. Where trees are in the narrow sections of the median, use of a narrow form is recommended to allow for a minimum of excavation and disturbance
to existing landscaping and irrigation. The Director of Parks or his appointed representative shall be notified if any damage whatsoever 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN
OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISrON 0 -BIDDING AND CONTRACT REOUIREMENTS SECTION 00830 -SPECIFIC PROJECT REOUIREMENTS occurs to the existing irrigation or if necessary to redirect lines. The contractor PAGE 00830-10
changes are shall locate and relocate sprinkler lines. valves. quick coupler valves. wiring. and heads prior to start of work. Shall repair all damages to the existing irrigation systems.
damaged by him. at his cost and within a reasonable time. All irrigation materials used by the contractor to relocate of repair the existing systems shall be of equal or higher quality
and shall be approved by the Parks Department before installation. All PVC piping used to relocate or repair lines shall be Schedule 40. The contractor shall be responsible for repair
of any sections of the irrigation system that is covered or encased in concrete when concrete pours are made. The Contractor shall form curb sections to avoid over-pour into the area
of the existing tree root ] system and irrigation lines. END OF SECTrON 1 I · J 1 · 1 l .. .J J · , .j 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING
ENGINEERS PROJECT NO. 90433 1 ,J 
DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00850 -INDEX TO DRAWINGS 00850-1 SHEET NO. DESCRIPTION 1. COVER SHEET BELT LINE ROAD QUORUM DRIVE QUORUM DRIVE AT MILDRED ARAPAHO
ROADjSPECTURM DRIVE ADDISON ROAD CODY DRAINAGE MORMON LANE DRAINAGE OAKS NORTH BRIDGE END OF SECTION 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING
ENGINEERS PROJECT NO. 90433 
1 1 ] 1 ,.-.$ 
DIVISION 0 -BIDDING AND CONTRACT REOUIREMENTS PAGE SECTION 00900 -ADDENDA AND MODIFICATIONS 00900-1 PART 1 -GENERAL 1.1 GENERAL: A. If required, the proposed Contract Documents for this
Work, including the drawings and specifications prepared by Ginn, Inc. -Consulting Engineers, for the construction of the Work as shown, shall be modified, amended or changed; and specific
information will be provided in this section. B. Addenda, if issued, will be either mailed, picked up by bidders, or del i vered to all bidders receiving a complete set of Bidding Documents.
C. No Addenda will be issued later than four (4) days prior to the date for receipt ofbids, except an Addendum, postponing the date, or withdrawing the request for bids. END OF SECTION 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING
ENGINEERS PROJECT NO. 90433 
'-1 _II ] ] _J . ! 
DIVISION I GENERAL REQUIREMENTS 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
.,, l 1 . 1 . ; .J 
DIVISION 1 -GENERAL REQUIREMENTS PAGE SECTION 01010 -SUMMARY OF WORK 01010-1 PART 1 -GENERAL 1.1 DESCRIPTION AND LOCATION OF WORK: A. Work covered by the contract Documents includes
the furnishing of all labor, materials, tools, equipment, taxes, services, transportation and other items necessary to perform and complete all of the work for the construction as indicated
on the drawings and as herein written. B. The work consists of furnishing all labor, materials, equipment and tools required to construct the following: (not limited to only this list)
1. Removal of existing concrete or asphalt pavement, including waste material disposal, as required. 2. Excavation, placement and compaction of select fill materials, base materials
and granular materials, grading to lines and dimensions shown. 3. Reconstruction of pavement; construction and/or repair of drainage facilities, if required; removal and replacement
of landscaping and sprinkler systems, if disturbed during construction, or shown on plans. 1.2 WORK SPECIFIED ELSEWHERE: A. General conditions of agreement, supplementary conditions,
standard specifications and special provisions. 1.3 START OF WORK: A. Work shall be started immediately upon issuance of a notice to proceed order. Prior to this, all contracts and beginning
documents will have been executed and insurance in force. 1.4 COMPLETENESS OF WORK: A. The drawings and specifications describe the various items of work, character of materials and
quality of workmanship and finish. Any appurtenances, parts, finish of work essential to the entire completion of the work, though not specifically shown or specified, shall be provided
by the contractor and included in the Contract Sum Amount. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01010 -SUMMARY OF WORK 01010-2 B. Time of Completion: The completion of this work is to be on or before the time indicated in the Owner
and Contractor Agreement. 1.5 EXISTING UTILITIES, STRUCTURES, AND OTHER PROPERTY: A. Prior to any excavation, it shall be the Contractor's responsibility to determine the locations of
all existing water, gas, petroleum, sewer, electric, telephone, telegraph, television and other underground utilities and structures. Obtain location drawings and other assistance from
the various local Utility Departments and other applicable agencies, and make other investigations as required to accomplish this. B. After commencing work, use every precaution to avoid
interference with existing underground and surface utilities and structures, and protect them from damage. C. Where the locations of existing underground and surface utilities and structures
are indicated on the drawings, these locations are generally approximate, and all items which which may be encountered during the work are not necessarily indicated. It shall be the
Contractor's responsibility to determine the exact locations of all items indicated, and the existence and locations of all items not indicated. 1.6 CONTRACTOR'S DUTIES: A. Except as
specifically noted, provide and pay for: Labor, materials, equipment. Tools, construction equipment, and machinery. water, heat, and utilities required for construction. Other facilities
and services necessary for proper execution and completion of work. B. Pay legally required sales, consumer, use, payroll, privilege and other taxes. C. Secure and pay for, as necessary
for proper execution and completion of work, and as applicable at time of receipt of bids: Fees Licenses Permits D. Give required notices. E. Comply with codes, ordinances, rules, regulations,
orders and other legal requirements of public authorities which bear on performance of work. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS
PROJECT NO. 90433 1 l -, , 􀁾􀀠1 , ,,, -j 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01010 -SUMMARY OF WORK 01010-3 F. Promptly submit written notice to Engineer of observed variance of contract documents from legal requirements.
It is not the contractor's responsibility to make certain that drawings and specifications comply with codes and regulations. Appropriate modifications to contract documents will adjust
necessary changes. Assume responsibility for work known to be contrary to such requirements without notice. G. Enforce strict discipline and good order among employees. Do not employ
on work, unfit persons or persons not skilled in assigned task. 1.7 COORDINATION: A. The prime general contractor is responsible for the coordination of the total project. All other
contractors and all sub-contractors will cooperate with the prime general contractor so as to facilitate the general progress of the work. Each trade shall afford all other trades every
reasonable opportunity for the installation of their work. 1.8 CONTRACTS: A. Construct work under a single prime general contract. 1.9 MATERIALS AND WORKMANSHIP: A. All material under
this contract shall be new and as specified, suitable for the purpose and subject to approval by the Engineer. The workmanship shall be first-class and subject to the approval of the
Engineer as equal to best standard practice. B. Contractor shall furnish labor which in no way will conflict with other labor working on the site. The Contractor shall at all times enforce
strict discipline and good order among his men and shall not employ any unfit persons or anyone not skilled in the work assigned to him. The work shall be protected from action of the
weather and damage from workmen. Surfaces shall be clean and free from defects. C. The Contractor shall remove at his own expense any work or material condemned by the Engineer as defective
and not in accordance with the contract documents. Failure to do so shall be deemed as violation of contract and shall be subject to the procedure established for such case. Any omission
or failure on the part of the Engineer to disapprove or reject any work or material shall not be construed to be an acceptance of any such defective work or material. 1990 MISCELLANEOUS
PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 1 -GENERAL REOUlREMENTS PAGE SECTION 01010 -SUMMARY OF WORK 01010-4 􀀮􀁾1.10 REVIEW AND OBSERVATION OF WORK: " ,.,, A. All the work of the contract shall be subject to review
and observation by the Engineer and his authorized representatives, and the Contractor shall afford every facility for the review and observation of materials and workmanship. Such access
shall include such portions of the place of manufacture or fabrication as may be necessary to complete such review. The Contractor shall notify the Engineer in writing, in ample time,
to permit review and observation at the place of manufacture should the Engineer. so desire. Materials shall be delivered on the job properly marked for identification and whether previously
observed or not shall be subject "1 to re-observation and review and final acceptance or J rejection at the site of the work. B. If the specifications, Engineer's instructions, laws,
ordinances, or any public authority require any work to be specially tested or approved, the the Contractor shall give the Engineer timely notice of its readiness for review and observation,
and if review is by another authority than the Engineer, of the date fixed for such review and observation. C. Re-examination of the questioned work may be ordered by the Engineer 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 the re-examination
and ,replacement. If such work is found not in accordance , with the Contract Documents, the Contractor shall pay j such cost unless he shall show the defect in the work was caused by
another Contractor and, in that event, · , the party responsible shall pay such costs. ; 1.11 SUSPENSION OF WORK -DELAY: A. On order of the Engineer, the work may be suspended for any
SUbstantial cause, such as, but not limited to, unfavorable weather conditions, failure, refusal or neglect on the part of the contractor and his employees to comply with the terms and
conditions of the Contract documents. The use of, or attempted use of materials or methods not in accordance therewith, interference of the work with other work of a public or private
nature necessary to be done prior to the work herein contemplated or for any cause of like nature, and the · 1 work so suspended shall not be resumed except with the · , 1 consent of
the Engineer. B. During the time of such suspension of the work, if it is to be a considerable time, the Contractor shall have all material neatly piled or removed from the 1, .,.:1
1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 • 1 .Ji 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01010 -SUMMARy OF WORK 01010-5 line of work, and all equipment shall be located so as to least interfere with public convenience and traffic.
Should the Contractor refuse or neglect to take proper care of such materials and equipment, the Engineer shall cause the same to be properly cared for and an amount equal to the cost
of so doing shall be deducted from any monies which may be or may become due to the Contractor. C. The Contractor may file proper claims for loss or damage on account of delays incurred
by the Owner. If any delay is caused by any act of the owner, or results from causes herein before mentioned, the Contractor will be granted an extension of time for the completion of
the work, sufficient to offset such delay if a claim is made by the Contractor in writing to the Engineer within seven days from the date upon which such delay is started. No extension
of time shall be granted for time lost during suspension of the work due to the Contractor's failure to terms of the contract. comply with the conditions or 1.12 CHANGES IN THE WORK:
A. No extra work or written order from change the shall owner, be in made which without event a the Contractor shall proceed with such extra work or change, and no claim for an addition
to the Contract Sum shall be valid unless so ordered. B. However, the Engineer shall have the authority, by instructions, to make minor changes in the work, not involving extra cost
and not inconsistent with the purposes of the project. If the Contractor claims that any such instructions to make minor change do involve extra cost under the contract, he shall notify
the Engineer in writing, within a reasonable time after receiving the said instruction and, in any event, before proceeding with the work as changed thereby or be barred from making
any claim against the Owner for such extra costs. C. Compensation for the work covered by an approved change order shall be determined according to the General Conditions of Agreement,
Section 6.03, Extra Work, page G-ll. 1.13 LATENT CONDITIONS: A. If, in the performance of the Contract, latent conditions at the site are found to be materially different from those
indicated by the specifications or unknown conditions not usually inherent In work of the character specified, the attention of the 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF
ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
I DIVISION 1 -GENERAL REQUIREMENTS PAGE SECTION 01010 -SUMMARY OF WORK 01010-6 􀀧􀁾􀁊Owner and Engineer shall be called immediately to such · , conditions before they are disturbed.
Upon such notice, or upon his own observations of such conditions, the Engineer and Owner shall promptly make such changes in the specifications as he finds necessary to conform to the
different conditions, and any increase or decrease in the cost of the work -,!resulting from such changes shall be adjusted as .Jprovided under Article 6, General Conditions, EXTRA WORK
AND CLAIMS, as amended in the Special Conditions. END OF SECTION -1 .J 1, j · j · , 1 j .J -1 j , , , i , · ; 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING
ENGINEERS PROJECT NO. 90433 j 1 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01014 -WORK SEOUENCE 01014-1 PART 1 -GENERAL 1.1 GENERAL: A. Construct work so as to provide the least interruption of use of the existing
operations. B. At all times throughout construction, existing water,. i sewer and electric facilities shall remain in use. No discontinuation of service for any extended period of time
will be allowed. C. Contractor shall submit a written construction schedule stating how construction will be phased. This schedule must be submitted and reviewed by the engineer prior
to beginning construction. D. See section 01310 -Construction Schedule. E. See section 00830 paragraph 1.24 for additional information. END OF SECTION 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS
-TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
1 j ] , j , , , , 􀁾􀁪􀀠.J , , 
DIVISION 1 -GENERAL REQUIREMENTS PAGE SECTION 01015 -CONTRACTOR USE OF PREMISES 01015-1 PART 1 -GENERAL 1.1 CONTRACTOR'S USE OF PREMISES: A. Contractor shall limit his use of the premises
for work and for storage to the limits of areas allowed by owner. B. Confine operations at site to areas permitted by: 1. Law 2. Ordinances 3. Permit 4. Contract Documents 5. Owner C.
Do not unreasonably encumber site with materials or equipment. Coordinate use of premises with OWner/Engineer and property owners. D. Assume full responsibility for protection and safekeeping
of products stored on premises. E. Move any stored products which interfere with operations of OWner or other contractors. F. Obtain and pay for, use of additional storage of work areas
needed for operations. END OF SECTION 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
'1 J ] i .j 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01041 -PROJECT COORDINATION 01041-1 PART 1 -GENERAL 1.1 DESCRIPTION: A. Scope: To set forth procedures, conditions and responsibility for
coordination of the total project. B. Project Coordinator: The Contractor shall keep on the work during its progress a competent superintendent and any necessary assistants all satisfactory
to the Engineer. The superintendent shall not be changed, except with the consent of the Engineer, unless the superintendent proves to be unsatisfactory to the Contractor and ceases
to be in his employ. The superintendent shall represent the Contractor in his absence, and all direction given to him shall be binding as if given to the Contractor. Important directions
shall be confirmed in writing to the Contractor. Other directions shall be so confirmed on written request in each case. 1.2 DUTIES OF PROJECT COORDINATOR: A. General: 1. Coordination:
Coordinate the work of all subcontractors and material suppliers. 2. Supervision: Supervise the activities of every phase of work taking place on the project. 3. Mechanical/Electrical:
Take special care to coordinate and supervise the work of the plumbing, heating and cooling and electrical subcontractors. 4. Communication: Establish lines of authority and communication
at the job site. 5. Location: The project coordinator must be present on the job most of the time. 6. Permits: Assist in obtaining building and special permits required for construction.
B. Interpretation of Contract Documents: 1. Consultation: Consult with Engineer to obtain interpretations. 2. Assistance: Assist in resolution of any question. 3. Transmission: Transmit
written interpretations to concerned parties. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 1 -GENERAL REQUIREMENTS PAGE SECTION 01041 -PROJECT COORDINATION 01041-2 C. cessation of Work: stop all work not in accordance with the requirements of the contract documents.
D. Division One: Coordinate and assist in the preparation of all requirements of Division One and specifically as follows: 1. Cutting and Patching: Supervise and control all cutting
and patching of other trades' work. 2. Project Meetings: Schedule and preside at all project meetings. 3. Construction SchedUles: Prepare and submit all construction schedules. Supervise
work to monitor compliance with schedules. 4. Shop Drawings Product Data and Samples: Administer the processing of all submittals required by the Project Manual. 5. Schedule of Values:
Assist in preparation and be knowledgeable of each entry in the Schedule of Values. 6. Testing: Coordinate all required testing. 7. Temporary Facilities and Controls: Allocate, maintain
and monitor all temporary facilities. 8. substitutions and Product options: Administer the processing of all substitutions. 9. project Closeout: Conduct final inspections and assist
in collection and preparation of closeout documents. 10. Cleaning: Direct and execute a continuing cleaning program throughout construction, requiring each trade to dispose their debris.
11. project Record Documents: Maintain up-to-date project record documents. 12. Enforce all safety requirements. E. Changes: Recommend and assist in the preparation of requests to the
Engineer for any changes in the contract. F. Application for Payment: Assist in the preparation and be knowledgeable of each entry in the Application and Certificate for Payment. ;j
. ! " 1 ,.. , .. "; "-􀁾􀀠·3 U 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 1 -GENERAL REQUIREMENTS PAGE SECTION 01041 -PROJECT COORDINATION 01041-3 1.3 SUBCONTRACTOR'S DUTIES: A. The subcontractor is responsible to coordinate and supervise his employees
in the work accomplished under his part of the contract. B. Schedules: Conduct work to assure compliance with construction schedules. C. Suppliers: Transmit all instructions to his material
suppliers. D. Cooperation: Cooperate with the project coordinator and other subcontractors. E. All prime contractors and all subcontractors shall coordinate all work, one with the other,
so as to facilitate the general progress of the work. Each trade shall afford all other trades every reasonable opportunity for the installation of their work. F. If any part of the
Contractor's work depends on proper execution, or results upon the work of any other contractor, the Contractor shall inspect and promptly report to the Engineer any defects in such
work, that renders it unsuitable for such proper execution. And, the result of his failure to to inspect and report shall constitute an acceptance of his work, except as to the defects
which may develop in the other contractor's work after the execution of his work. G. To insure the proper execution of his subsequent work, the Contractor shall measure work already
in place and shall at once report to the Engineer any discrepancy between executed work and the drawings. H. Justifiable delays, such as strikes, acts of God, etc., caused by conditions
beyond the control of any Prime Contractor, which in turn delays other prime contractors, shall not be considered as constituting a cause for Claiming damages therefore from either the
Prime Contractor or the OWner. END OF SECTION 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
1 .J ] :i . ,, . ; : ! j 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01045 -CUTTING AND PATCHING 01045-1 PART 1 -GENERAL 1.1 RELATED REQUIREMENTS SPECIFIED ELSEWHERE: A. General Conditions 1.2 DESCRIPTION:
A. Execute cutting including excavating, fitting and patching required to complete Work or to: 1. Make several parts fit properly. 2. Uncover portions of Work to provide for installation
of ill-timed Work. 3. Remove and replace defective work. 4. Remove and replace work not conforming to requirements of Contract Documents. B. In addition to contract requirements, upon
written instructions of Engineer: 1. Uncover work to provide for Engineer observation of covered work. 2. Remove work to provide for alteration of completed work. 1. 3 SUBMITTALS: A.
Submit written notice to Engineer in advance of executing cutting which affects: 1. Work of Owner or any separate contractor. 2. Structural integrity of Work. 3. Integrity of weather-exposed
or moisture-resistant elements. 4. Efficiency, operation or maintenance of operational equipment. 5. Visual qualities of sight-exposed elements. B. Request shall include: 1. Identification
of Project, description of affected work, necessity for cutting, effect on other Work, effect on structural integrity of Project, description of proposed work. Designate: 1990 MISCELLANEOUS
PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 1 -GENERAL REQUIREMENTS PAGE SECTION 01045 -CUTTING AND PATCHING 01045-2 a. Scope of cutting and patching. b. Trades to execute work. c. Products proposed to be used. d. Extent
of refinishing. 2. Alternatives to cutting and patching. '1 3. Written permission of separate contractor whose j " work will be affected. C. Should conditions of Work, or schedule, necessitate
change of materials or methods, submit written recommendation to Engineer, including: Conditions indicating change. 2. Recommendations for alternative materials or '1methods. ... j 3.
Submittals as required for substitutions as specified in section 01630, if provided. D. Submit written notice to Engineer designating time work will be uncovered to provide for observation.
PART 2 -PRODUCTS 2.1 MATERIALS: A. For replacement of work removed, comply with specifications for each specific product involved. · 1 PART 3 -EXECUTION 1 : 1 3.1 INSPECTION: A. Inspect
existing conditions of Work, including elements subject to movement or damage during cutting and patching and during excavation and backfilling. B. After uncovering work, inspect conditions
affecting installation of new products, or performance of work. .. ,;C. Do not proceed until unsatisfactory conditions have • 1 been corrected. · ,! 3.2 PREPARATION: ; j A. Provide temporary
shoring, bracing and support to ." , maintain structural integrity of affected portion of 􀁾􀀠JWork. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING
ENGINEERS PROJECT NO. 90433 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01045 -CUTTING AND PATCHING 01045-3 B. Provide protection for other portions of Work. C. Provide protection from elements for portion of
Work which may be exposed by cutting and patching, and maintain excavations free of water. 3.3 PERFORMANCE: A. Execute fitting and adjustment of products to provide finished installation
to comply with specified products, functions, tolerances and finishes. B. Execute cutting and demolition by methods which will prevent damage to other work and will provide proper surfaces
to receive installation of repairs and new work. C. Execute excavating and backfilling by methods which will prevent damage to other work and will prevent settlement. D. Restore work
which has been cut or removed; install new products to provide completed Work in accord with requirements of Contract Documents. END OF SECTION 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS
-TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
] ] 1 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01050 -FIELD ENGINEERING 01050-1 PART 1 -GENERAL 1.1 GENERAL: A. Contractor shall provide and pay for field engineering services required
for the project and include in his bid the necessary allowance to cover same, including: 1. survey work required in execution of the project. 2 . Civil, structural, or other professional
engineering services specified, or required to execute Contractor's construction methods. B. The Engineer will identify existing control points indicated on the drawings, as required.
1.2 QUALIFICATIONS OF SURVEYOR OR ENGINEER: A. Qual ified engineer or registered land surveyor, registered in State of Texas, acceptable to Contractor and Engineer. 1.3 BENCH MARKS,
MONUMENTS AND SURVEY REFERENCE POINTS: A. The Contractor will carefully maintain all bench marks, monuments, and other reference points. If destroyed or disturbed, the reference points
will be replaced, by the Contractor, to their original positions. In any case in which a reference point is disturbed, the Contractor shall notify the Engineer. 1.4 PROJECT SURVEY REQUIREMENTS:
A. The Contractor shall accurately stake out all components of the project and will be held entirely responsible for any errors in these lines and levels. B. The Contractor shall verify
all grades, lines and levels and shall report any inconsistencies to the Engineer before commencing work. C. Establish line and levels, locate and layout by instrumentation: 1. site
improvements: 2. All appurtenances required by this contract. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01050 -FIELD ENGINEERING 01050-2 1.5 RECORDS: A. Contractor shall maintain a complete accurate logl of all control and survey work as it
progresses, copies 1 of which shall be available to the Engineer if requested. 1.6 SUBMITTALS: A. If requested by Engineer, Contractor shall submit: 1. Name and address of surveyor and/or
professional engineer. 2. Documentation to verify accuracy of field ]engineering work. 3. Certificate signed by registered engineer or surveyor certifying that elevations and locations
of improvement are in conformance, or non-conformance with Contract Documents. , j END OF SECTION 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING
ENGINEERS PROJECT NO. 90433 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01070 -ABBREVIATIONS AND REFERENCE STANDARDS 01070-1 PART 1 -GENERAL 1.1 ORGANIZATION AND SOCIETY ABBREVIATIONS: A. Publications of organizations
and societies are referred in Contract Documents by following abbreviated designations: American Concrete Institute ACI American Institute of Steel Construction AISC American Iron and
Steel Institute AISI American National Standards Institute ANSI American society for Testing and Materials ASTM American Society of Civil Engineers ASCE American Welding Society AWS
Concrete Reinforcing Steel Institute CRSI Factory Mutual FM Federal Specifications FS Portland Cement Association PCA Precast Concrete Association PCI Steel Deck Institute SDI Steel
Joist Institute SJI Steel Structures Painting council SSPC Underwriters Laboratories UL Uniform Building Code UBC 1.2 REFERENCE STANDARDS -GENERAL: A. Publications of organizations and
societies listed in individual Specification Sections shall be considered integral part of Contract Documents to extent referenced. B. Publications are referred to in text by basic designation
only with organizations and societies referenced by abbreviations. C. When standard is referred to in individual Specification section but is not listed in this section by title and
date, it shall be considered to be latest revision at date of Project Manual issuance. D. Following listings include full title and applicable revision date. 1.3 REFERENCE STANDARDS:
A. American Concrete Institute (ACI): 211.1-81 (R 1985), Standard Practice for Selecting Proportions for Normal and Heavyweight Concrete. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN
OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 1 -GENERAL REQUIREMENTS PAGE SECTION 01070 -ABBREVIATIONS AND REFERENCE STANDARPS 01070-2 211.3-75 (R 1980), Recommended Practice for Selecting Proportions for No-Slump Concrete.
301-84 (R 1985), Specification for Structural Concrete for Buildings. ] 304R-85, Guide for Measuring, Mixing, Transporting, and Placing concrete. '] 305R-77, Hot Weather Concreting.
306R-78, Cold Weather Concreting. 308-81 (R 1986), Standard Practice for Curing Concrete. 309-72 (R 1978), Standard Practice for Consolidation of Concrete. 315-80, Details and Detailing
of Reinforced Concrete. 315R-80, Manual of Engineering and Placing Drawings for Concrete Reinforcement (Synopsis Only). 318-83, Building Code Requirements for Reinforced Concrete.347-78, Recommended Practice for Concrete Formwork. B. American Institute of Steel Construction (AISC): Code of Standard Practice for Steel Buildings and , , Bridges (with Commentary),
September 1, 1976. , 1Manual of Steel Construction, Eighth Edition. Specification for Structural Joints Using ASTM A325 or "j A490 Bolts, April 26, 1978. C. American Society for Testing
of Materials (ASTM): A 36-77a, Specification for Structural Steel. 1 ! ',jA 47-77, Specification for Malleable Iron castings. -, END OF SECTION 1• 1 d 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS
-TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 -J i :.J, 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01100 -ALTERNATES AND ALTERNATIVES 01100-1 PART 1 -GENERAL 1.1 GENERAL: A. This section identifies each Alternate by number, and describes
the basic changes to be incorporated into the Work, only when that Alternate is made a part of the Work by specific provisions in the Owner-Contractor Agreement. B. Related requirements
in Other Parts of the Project Manual: 1. Method of quotation of the cost of each Alternate, and the bas is of the owner's acceptance of Alternates: Bidding Documents. 2. Incorporation
of Alternates into the Work: OwnerContractor Agreement. C. Referenced sections of specifications stipulate pertinent requirements for products and methods to achieve the work stipulated
under each Alternate. D. Coordinate pertinent related work and modify surrounding work as required to properly integrate the work under each Alternate, and to provide the complete construction
required by Contract Documents. 1.2 DESCRIPTION OF ALTERNATES: None required for this project. END OF SECTION 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING
ENGINEERS PROJECT NO. 90433 
] ] , J 1 _ J .' j .. _J 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01152 -APPLICATIONS FOR PAYMENT 01152-1 PART 1 -GENERAL 1. 1 GENERAL: A. Contractor to submit Applications for Payment to Engineer in accordance
with the schedule established by Modifications to General Conditions, section 00810, paragraph 1.1, F, Partial Payments. 1.2 FORMAT AND DATA REQUIRED: A. Submit eight itemized applications
typed on Application and Certificate for payment, as approved by Engineer. 1.3 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT: A. Application Form: 1. Engineer shall supply the
initial application form to the Contractor. 2. Fill in required information, including that for Change Orders executed prior to the date of submittal of applications. 3. Fill in summary
of dollar values to agree with the respective totals indicated on the continuation sheets. 4. Execute certification on each copy with the signature of a responsible officer of the Contract
firm. Each copy shall bear an original signature. B. continuation Sheets: 1. Fill in in total list of all scheduled component items of work, with item number and the scheduled dollar
value for each item. 2. Fill in the dollar value in each column for each scheduled line item when work has been performed or products stored. 3. List each Change Order Number, and description,
as for an original component item of work. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01152 -APPLICATIONS FOR PAYMENT 01152-2 1.4 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS: A. When the OWner or the Engineer requires substantiating
data, Contractor shall submit suitable information, with a cover letter identifying: 1. Project 2. Application number and date 3. Detailed list of enclosures ] B. Submit one copy of
data cover letter for each copy of application. ']1.5 SUBMITTAL PROCEDURE: A. Submit Applications for Payment to Engineer at times stated in section 00810. B. Number: Eight (8) copies
of each Application. C. Sign each copy and have each copy properly notarized. D. When Engineer finds the Application properly completed and correct, he will transmit three (3) copies
of the certificate for payment to the Owner and one (1) copy to the Contractor. PART 2 -PRODUCTS Not Used PART 3 -EXECUTION Not Used END OF SECTION '1 􀁾􀀠,3 -j j 1990 MISCELLANEOUS
PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 904331 J 
i DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01200 -PRECONSTRUCTION CONFERENCE 01200-1 . , PART 1 -GENERAL 1.1 GENERAL: A. Individuals representing the contractor, at the meeting,
shall have the authority to commit the Contractor to matters agreed upon in the meeting. B. Present additional agenda items for discussion in writing to Owner/Engineer, minimum 48 hours
prior to beginning of meeting. C. Minutes of the meeting shall be compiled and distributed to Contractor and Owner by the Engineer. Distribution of information to subcontractors shall
be the responsibility of the Contractor. PART 2 -PRODUCTS Not Used PART 3 -EXECUTION 3.1 SCHEDULE AND LOCATION: A. Meeting shall be held at a place acceptable to all attendees. B. Engineer
shall schedule meeting upon execution of Owner/Contractor Agreement. Provide attendance by authorized representatives of the contractor, and by major subcontractors. Invite owners, governing
municipal agencies, building inspection department, fire department and public works department. 3.2 MINIMUM AGENDA: A. Organizational arrangement of Contractor's personnel and forces.
B. Channels and procedures for communications. C. Construction schedules. D. Shop drawing processing. E. Standard Forms used during project. F. Quality assurance and performance of work.
1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
1 DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01200 -PRECONSTRUCTION CONFERENCE 01200-2 G. Procedures for personnel safety and first aid, security, temporary facilities, etc. H. Schedule
of monthly progress update. I. Responsibilities of individual parties: 1. Engineers 2. Owners 3. Governing Bodies 4. Contractor ]J. Notice to Proceed K. completion time for Contract
L. Liquidated damages M. Delivery of materials and storage on site. J N. project Observation and Review. 1. Functions of Engineer 2. Responsibilities of Owner 3. Safety and sanitary
regulations O. Other items as required by the Contractor. , ,, .J '-,1 j .j END OF SECTION " •...l 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS . 1 GINN, INC.-CONSULTING
ENGINEERS PROJECT NO. 90433 ", J 1 
DIVISION 1 -GENERAL REQUIREMENTS PAGE SECTION 01202 -PROGRESS MEETINGS 01202-1 PART 1 -GENERAL 1.1 DESCRIPTION: A. Contractor shall schedule and administer periodic progress meetings,
and specially called meetings throughout the progress of the work. 1. Prepare agenda for meetings. 2. Distribute written notice of each meeting four days in advance of meeting date.
3. Make physical arrangements for meetings. 4. Preside at meetings. 5. Record the minutes; include all significant proceedings and decisions. 6. Reproduce and distribute copies of minutes
within four (4) days after each meeting. a. To all participants in the meeting. b. To all parties affected by decisions made at the meeting. c. Furnish three copies of minutes to Engineer.
B. Representatives of contractors, subcontractors and suppliers attending the meetings shall be qualified and authorized to act on behalf of the entity each represents. C. Engineer may
attend meetings to ascertain that work is expedited consistent with Contract documents and the the construction schedules. D. Related requirements specified in other sections: 1. Summary
of Work: section 01010 2. Construction Schedules: section 01310 3. Shop Drawings, Product Data and Samples: section 01340 4. Project Record Documents: section 01720. 1990 MISCELLANEOUS
PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01202 -PROGRESS MEETINGS 01202-2 1 j1.2 PROGRESS MEETINGS: A. Hold called meetings as required by progress of the work. B. Location of the
meetings: The project field office of the Contractor, or some place designated acceptable to all concerned. C. Attendance: Engineer, and his professional consultants as needed. 2. Subcontractors
as pertinent to the agenda. 3. General Contractor 4. Owner D. Minimum Agenda: (as applicable) 1. Review approved minutes of the previous meeting. 2. Review work progress since last meeting.
3. Note field observations, problems and decisions. -􀁾􀀠4. Identify problems which impede planned progress. r "5. Review off-site fabrication problems. j 6. Revise construction schedule
as indicated. 7. Plan progress during the next work period. 8. Review proposed changes. 9. Complete other current business. , , END OF SECTION . 􀁾􀀠1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS
-TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01300 -SUBMITTALS 01300-1 PART 1 -GENERAL 1.1 PRIOR TO BEGINNING WORK: submit the following items with the signed agreement form as a prerequisite
to starting the work. The number of copies required of each submittal is six (6). The location of information concerning each submittal is referenced. A. Performance Bond. Bidding Documents,
contract Forms, General and Supplementary Conditions. B. Pavment Bond. Bidding Documents, Contract Forms, General and Supplementary Conditions. C. certificate of Insurance. General and
Supplementary Conditions. D. List of Subcontractors. General and Supplementary Conditions, Bidding Documents. E. Schedule of Values. General Conditions and as specified in the section
on Schedule of Values, section 01370. F. Construction Schedule. General Conditions and as specified in the section on Construction Schedule, section 01310. 1.2 DURING CONSTRUCTION: During
the progress of the work, make the following submittals in a timely manner to prevent any delay in the work. A. Work Schedules. Submit progress schedules monthly as an evidence that
the project will be completed by the date of contract completion. Two copies are required. Submit with monthly pay application. B. Shop Drawings. Product Data and Samoles. Submit in
accordance with the section on Shop Drawings, Product Data and Samples included in Division 1 -General Requirements, Section 01340. C. Mill certificates. Submit mill certificates on
the following items as required by the specifications sections. 1. Reinforcing Steel. 2. Bulk Cement. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING
ENGINEERS PROJECT NO. 90433 
1 DIVISION 1 -GENERAL REQUIREMENTS PAGE SECTION 01300 -SUBMITTALS 01300-2 D. Appl ication for Payment • Submit appl ications for partial payment as specified in the General and Supplementary
Conditions and within the time specified in the agreement. ] E. Change Order Proposal. A proposal for change order may .,be submitted to the Engineer whenever a need arises. The request
must be in writing and must include J sufficient information to assess the need for a change in the work, the contract time, or the contract sum. 1.3 PROJECT CLOSE-OUT: with a written
notice of completion, submit the following ]items in the proper form as a condition of final acceptance of the work. A. project Record Documents. Submit in accordance with the section
on Project Record Documents included in Division 1 -Genera1 Requirements, section 01720. B. operation and Maintenance Data. As specified in various sections of the specifications. C.
Spare Parts and Maintenance Materials. As specified in the various specification sections. D. Other items as required by other sections of these documents. END OF SECTION 1990 MISCELLANEOUS
PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01310 -CONSTRUCTION SCHEDULES 01310-1 PART 1 -GENERAL 1. 1 GENERAL: A. within 15 days after award of the Contract, the Contractor shall
prepare and submit to the Engineer an estimated construction progress schedule for the Work, with dates on which he will start the salient features of the work and the contemplated dates
for completing the same. B. Submit revised progress schedules with each application for payment. Submit two (2) copies. Failure to submit these will be cause for payment to be delayed.
1.2 RELATED REQUIREMENTS SPECIFIED IN OTHER SECTIONS: A. Summary of the Work: section 01010. B. Shop Drawings, Product Data and Samples: section 01340. 1.3 FORM OF SCHEDULES: A. Prepare
schedules in the form of a horizontal bar chart. 1. Provide separate horizontal bar for each separate item or operation. 2. Horizontal time scale: Identify by week, month, year, etc.
3. Minimum sheet size: 8 1/2" xlI". B. Format of listings: The chronological order of the start of each item of work. C. Identification of Listings: By major specification section numbers.
1.4 CONTENTS OF SCHEDULE: A. Construction Progress Schedule: 1. Show the complete sequence of construction by activity. 2. Show the dates for the beginning, and completion of, each major
element of construction. 3. Show projected percentage of completion for each item, as of the first day of each month. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS
GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
1 DIVISION 1 -GENERAL REQUIREMENTS PAGE SECTION 01310 -CONSTRUCTION SCHEDULES 01310-2 B. submittals Schedule for Shop Drawings, Product Data and Samples. show: J 1. The dates for Contractor's
submittals. 2. The dates approved submittals will be required ]from the Engineer. C. Prepare and submit subschedules for each separate stage or work specified in section 01010. J D.
Provide subschedules to define critical portions of prime schedules. ] 1.5 PROGRESS REVISIONS: '1 A. Indicate progress of each activity to date of J submission. "1 B. Show changes occurring
since previous submission of J schedule. 1. Major changes in scope. 2. Activities modified since previous submission. 3. Revised projections in progress and completion. 4. Other identifiable
changes. C. Provide a narrative report as needed to define: 1. Problem areas, anticipated delays and the impact on schedule. 2. Corrective action recommended and its effect. 3. The effect
of changes on schedules or other prime contractors. 1.6 SUBMISSIONS: A. Submit initial schedules within 15 days after award of contract. 1. Engineer will review schedules and return
review copy within 10 days after receipt. . ,2. If required, resubmit within 7 days after return , ,Iof review copy. . J , 3 , ; 􀁾􀀠d 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN
OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433J j 
DIVISION 1 -GENERAL REQUIREMENTS PAGE SECTION 01310 -CONSTRUCTION SCHEDULES 01310-3 B. Submit revised progress schedules with each application for payment. C. Submit two copies which
will be retained by the Engineer. 1.7 DISTRIBUTION: A. Distribute copies of reviewed documents to: 1. Job site file. 2. Subcontractors. 3. Other concerned parties. B. Instruct recipients
to report promptly to Contractor, in writing, any problems anticipated by the projections shown in the schedules. END OF SECTION 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON,
TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
􀁾􀀠..j ] 1 J ] -." l j . , . :j, •• ..l 
DIVISION 1 -GENERAL PROGRESS PAGE SECTION 01320 -PROGRESS REPORTS 01320-1 PART 1 -GENERAL 1.1 GENERAL: A. Contractor to submit weekly progress reports to Engineer for the duration of
the project. B. Reports shall be submitted in a form acceptable to the Engineer and shall include: 1. Date of report (for week beginning to ending). 2. Project name and location. 3.
Contract time remaining. 4. Approximate percent complete. 5. Work completed this period. 6. Work in progress this period. 7. Weather conditions throughout week. 8. Additional comments.
C. Submit original and one (1) copy to Engineer. END OF SECTION 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
1 j J ""I ] ] ] , ; , .j 
DIVISION 1 -GENERAL REOOIREMENTS PAGE SECTION 01340 -SHOP DRAWINGS, PRODOCT DATA AND SAMPLES 01340-1 PART 1 -GENERAL 1.1 GENERAL: A. contractor to submit Shop Drawings, Product Data
and Samples as required by the Contract Documents and as specified in other sections of the specifications. B. Related requirements specified in other sections. 1. Construction Schedules:
section 01310. 2. Record Documents: section 01720. 3. sections requiring submittals. C. Designate in the construction, or in a separate coordinated schedule, the dates for submission
and the dates that reviewed shop drawings, product data and samples will be needed. D. Shop drawings, product data and samples are not considered a part of contract documents. 1.2 SHOP
DRAWINGS: A. As soon as practicable after contract award, submit to the Engineer, for review, the required number of bound copies of shop drawings of all items as specified in the various
sections of these specifications, accompanied by letters of transmittal. B. Shop drawings shall include: Manufacturer's catalog sheets and/or descriptive data for materials and equipment;
showing dimensions, performance characteristics, and capacities and other pertinent information as required to obtain Engineer's review and comment regarding the items involved. C. No
work requiring shop drawings will be executed until review and appropriate comment(s) regarding such drawings has been obtained. D. Preparation by a qualified detailer is required. E.
Where necessary for clarity, identify details by reference to sheet and detail numbers, schedule or numbers as shown on the contract drawings. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS
-TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01340 -SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 01340-2 1.3 PRODUCT DATA: A. Preparation: 1. Clearly mark each copy to identify pertinent
1 .:Jproducts or models. 2. show performance characteristics and capacities. ] 3. Show dimensions and clearances required. 4. Show wiring diagrams and controls. ] B. Manufacturer's standard
schematic drawings and diagrams: ]1. Modify drawings and diagrams to delete information which is not applicable to the work. J2. Supplement standard information to provide information
specifically applicable to the work. 1. 4 SAMPLES: A. Provide samples as indicated in other parts of ., these specifications. jJ B. Submit office samples of sufficient size and quantity
to clearly illustrate: 'I 1. Functional characteristics of product or materials with integrally related parts and attachment devices. 2. Full range of color samples. C. Erect field samples
and mock-Ups at the project site in an acceptable location. Construct each sample complete, including work of all trades required in finished work. D. Include in transmittal letter all
information required for submission. E. Prepare the number of samples specified. 1.5 CONTRACTOR RESPONSIBILITIES: A. Review Shop Drawings and Product Data prior to submission. B. Determine
and Verify: 1. Field measurements 2. Field construction criteria 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 1 -GENERAL REQUIREMENTS PAGE SECTION 01340 -SHOP DRAWINGS. PRODUCT DATA AND SAMPLES 01340-3 3. Catalog numbers and similar data 4. Conformance with specifications. C. Coordinate
each submittal with requirements of the work and of the Contract Documents. D. Begin no work which requires submittals until return of submittals with Engineer's review. E. Keep one
(1) approved copy of shop drawings or product data at job site at all times. 1.6 SUBMISSION REQUIREMENTS: A. Make submittals promptly and in such sequence as to cause no delay in the
work or in the work. B. Number of submittals required: 1. For shop drawings and product data: Submit the number of copies which the contractor requires, plus four which will be retained
by the Engineer. C. Submittals shall contain: 1. The date of submission and the dates of any previous submissions. 2. The project title. 3. The names of: a. Contractor b. Supplier c.
Manufacturer d. Subcontractor e. Engineer 4. Identification of the product. 5. Field dimensions, clearly identified as such. 6. Relation to adj acent structure or critical features of
the work or materials. 7. Applicable standards, such as ASTM or Federal Specification numbers. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING
ENGINEERS PROJECT NO. 90433 
DIVISION 1 -GENERAL REQUIREMENTS PAGE SECTION 01340 -SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 01340-4 8. Identification of deviations from Contract Documents. 9. Identification of revisions
on resubmittals. 10. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of products, field measurements and field construction criteria, and coordination
of the information within the submittal with requirements of the work and of Contract Documents. 11. Fabrication and erection drawings lists and schedules. 12. Basis of design and design
calculations signed and sealed by a registered professional engineer. 13. Seal and signature of a registered engineer on all structural submittals. 14. A blank space on each shop drawing,
approximately 4" X 4", for the Engineer's Stamp. D. REVIEW: 1. Shop drawing and product data information review will be general. Such review will not relieve the Contractor of any responsibility
and work required by the Contract. 2. Reviewed shop drawings will be so so designated and all sets, except four (4), returned to the Contractor. Rejected shop drawings will be so designated
and all sets except two (2) will be returned to the Contractor, with indications of the required corrections and changes. 3. Rejected shop drawings will be corrected and resubmitted
to the Engineer for acceptance. 1.7 RESUBMISSION REQUIREMENTS: A. Make any corrections or changes in the submittals required by the Engineer and resubmit until no further corrections
or changes are noted per the Engineer's review. B. Shop Drawings and Product Data: 1. Revise initial drawings or data, and resubmit as specified for the initial submittal. 2 • Indicate
any changes which have been made other than those requested by the Engineer. ] J ] .: 􀁾􀀮􀁬􀀠j .-_1 J -􀁾􀀮􀀠'-1 j 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN,
INC.-CONSULTING ENGINEERS PROJECT NO. 90433 '] ;1 d 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01340 -SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 01340-5 1.8 ENGINEER'S RESPONSIBILITIES: A. Review submittals with reasonable promptness.
B. Affix stamp and initials or signature, and indicate requirements for resubmittal; or indicate reviewed with no other comments indicated on submittal. C. Return submittals to Contractor
for distribution, or for resubmission. 1.9 ITEMS REQUIRING SHOP DRAWING SUBMITTALS: A. The items listed below are items which require shop drawings sUbmitted as outlined above. Items
not listed shall not be submitted unless specifically required in writing by the Engineer. In the event additional items are required for submission, no additional compensation for this
task will be allowed and the below list shall be considered ammended to include the additional item and all submittal requirements shall be in full effect for the item as if it originally
appeared on the list. Manholes Pipe Culverts Frames, Grates, & Covers Headwalls, Wingwalls Miscellaneous Steel Other Items As Specified 1.10 DISTRIBUTION AFTER REVIEW: A. Distribute
copies of shop drawings and product data whiCh carry the Engineer's stamp to, as applicable: 1. Contractor's file. 2. Job site file. 3. Record document file. 4. Subcontractors. 5. Supplier.
6. Fabricator. B. Distribute samples as directed. After review, samples may be used in construction. END OF SECTION 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN,
INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
1,".] ] ] ] ] , j 􀀭􀀭􀁾􀀠J 
DIVISION 1 -GENERAL REQUIREMENTS PAGE SECTION 01370 -SCHEDULE OF VALUES 01370-1 PART 1 -GENERAL 1.1 GENERAL: A. Submit a schedule of values at least 15 days prior to submitting the first
application for payment. Upon request, support values given with data that will substantiate the amounts. Use schedule of values only as basis for application for payment. B. Submit
quantities of designated materials. List quantities of materials specified in unit prices. PART 2 -PRODUCTS 2.1 FORM OF SUBMITTAL: A. Submit typewritten schedule of values on 8-1/2"
x 11", plain bond, white paper. Use the proposal form of this project manual as a format for listing costs of work by units. PART 3 -EXECUTION 3.1 PREPARING SCHEDULE OF VALUES: A. Itemize
separate line item cost for each item of work as outlined in the Bid Form. B. Break down installed costs into: 1. Delivered cost of product, with taxes paid. 2. Total installed cost,
with overhead and profit. C. Make sum of total costs for all items listed in the schedule equal to the total contract sum. 3.2 PREPARING SCHEDULE OF UNIT MATERIAL VALUES: A. Submit separate
schedule of unit prices for materials to be stored. B. Make a submittal form parallel to the schedule of values, with line items identified the same as line items in the schedule of
values. C. Include in unit prices only: 1. Cost of material. 2. Delivery and unloading at site. 3. Sales taxes. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN,
INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 1 -GENERAL REQUIREMENTS PAGE SECTION 01370 -SCHEDULE OF VALUES 01370-2 D. Make sure that the unit price multiplied by the quantity given equals the material cost of that item
in the schedule of values. 1.13.3 REVIEW AND RESUBMITTAL: A. After review by the Engineer, revise and resubmit the schedule of values or material values, if required. Resubmit revised
schedules in the same manner as the original schedules. '1 J ] ,J END OF SECTION .1, . ,, 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS
PROJECT NO. 90433 ,.J 1 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01410 -TESTING LABORATORY SERVICES 01410-1 PART 1 -GENERAL 1.1 PAYMENT: A. The Engineer will employ and pay for services of an independent
testing laboratory to perform specified testing except for testing required for equipment. B. When initial tests requested by the Engineer indicate non-compliance with the Contract Documents,
all subsequent retesting occasioned by the non-compliance shall be scheduled by the Contractor and performed by the same testing laboratory at the sole expense of the Contractor. The
cost of the initial test indicating non-compliance will also be at the sole expense of the Contractor under these circumstances. C. Inspection or testing performed exclusively for the
Contractor's convenience shall be borne by the Contractor. D. The Contractor shall furnish concrete batch designs, properties of materials and conformation cylinders made from batch
design at his expense. E. Employment of a testing laboratory by the Engineer in no way relieves the Contractor of his obligation to perform the work according to the Contract Documents.
1.2 RELATED WORK: A. General Conditions of the Contract for Construction. Inspections and testing required by laws, ordinances, rules and regulations or orders of public authorities
are the responsibility of the Contractor. B. Specification Sections. contained in the various specification sections are requirements for certification of products, testing, adjusting
and balancing of equipment, and other tests and standards. 1.3 WORK INCLUDED: A. Testing is required for the following item(s) of work: 1. Soils compaction control. 2. Concrete. 3. Asphalt.
B. See paragraph 3.5 this Section for additional requirements, if any are required. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT
NO. 90433 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01410 -TESTING LABORATORY SERVICES 01410-2 1 ,j PART 2 -PROPUCTS Not Used PART 3 -EXECUTION ] 3.1 QUALIFICATIONS: A. Standards. J L Meet
"Recommended Requirements for Independent Laboratory Qualification," latest edition, ]published by American Council of Independent Laboratories. 2. Meet basic requirements of ASTM E329,
"Standards of Recommended Practice for Inspection and Testing Agencies for Concrete and Steel as Used in Construction. II 3. Submit copy of report of inspection offacilities made by Materials Reference Laboratory of National Bureau of Standards during most recent tour of inspection; with memorandum of remedies of any deficiencies reported by inspection.
B. Testing Equipment. : l 1. Calibrated at maximum 12-month intervals by devices of accuracy traceable to either the National Bureau of Standards or accepted values of natural physical
constants. 2. Submit copy of certificate of ca1ibration, made by accredited calibration agency. 3.2 DUTIES: A. Cooperate with the Engineer and Contractor; provide qualified personnel
promptly on notice. B. Perform specified inspections, sampling and testing of materials and methods of construction: L Comply with specified standards; ASTM, other recognized authorities,
and as specified. 2. Ascertain contract documents. compliance with requirements of the , " , 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS
PROJECT NO. 90433 
DIVISION 1 -GENERAL REOOIREMENTS PAGE SECTION 01410 -TESTING LABORATORY SERVICES 01410-3 C. Promptly notify the Engineer and contractor of irregularities or deficiencies of work which
are observed during performance of services. D. Prepare and distribute reports of inspections and tests within 3 days of test completion or weekly on continuous work as follows: 1. Engineer:
three copies. 2. Contractor: two copies. 3. Owner: one copy. E. Include the following information for each test as well as additional data specified in the applicable section. 1. Date
of test. 2. Location of test. 3. Specified standards. 4. Test results. 5. Remarks. 3.3 LIMITS OF AUTHORITY: The laboratory is not authorized to: A. Release, revoke, alter, or enlarge
on requirement of the contract documents. B. Approve or accept any portion of the work. C. Perform any duties of the Contractor. 3.4 CONTRACTOR'S RESPONSIBILITIES: A. Cooperate with
laboratory personnel; provide access to the work or to manufacturer's operations. B. Provide to laboratory, preliminary representative samples of materials to be tested, in required
quantities. C. Furnish copies of mill test reports. D. Furnish labor and equipment: 1. To provide access to the work to be tested. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON,
TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01410 -TESTING LABORATORY SERVICES 01410-4 ,2. To obtain and handle samples at the site. J 3. To facilitate inspections and tests. 4. For
laboratory's exclusive use for storage and curing of test samples. E. Notify the laboratory at least 48 hours in advance of ]operations to allow for his assignment of personnel and scheduling
of tests. 1F. Arrange with the laboratory and pay for additional jsamples and tests required for the Contractor's convenience. G. In the event of a test failure, the Engineer shall notify
the Contractor in writing of the "failed test" and identify the area which is not acceptable. It is the responsibility of the Contractor to order and 􀁾􀀠for retesting. All retest reports
and invoices should be sent directly to the Contractor with copies to Engineer/OWner. 3.5 SPECIFIC TESTS, INSPECTIONS AND METHODS REQUIRED PERFORMED BY TESTING LAB: (AS APPLICABLE THIS
PROJECT) 􀀺􀁾􀀠J A. Select Fill: Perform plasticity index tests on proposed select fill material prior to use to determine . 1 , compliance with specified requirements. J Atterberg Limit
Series: Per job requirements. 2. Standard Procter Density: Per job requirements. B. Sub-grade Density Testing: 1. Establish moisture density relationship, ASTM D698, for each soil type.
2. Perform field in-place density tests, ASTM D2922, as follows; a. Paving subgrade: One test for each 5000 square feet or fraction thereof, per lift. 3. Trench Backfill: a. Make random
tests of subsequent lifts of backfill to assure compliance with plans and specifications. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS
PROJECT NO. 90433 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01410 -TESTING LABORATORY SERVICES 01410-5 C. Reinforcing Steel: 1. If reinforcing steel is purchased direct from a united States mill,
manufacturer's approved test sheets will suffice. If steel is from dealer's stock, perform tension and bending tests on three separate samples for each size of bar in every 5 tons of
each type of steel as specified in the appropriate ASTM specification. contractor shall furnish all material for testing and pay for all such tests. Steel supplier shall furnish mill
certificate reports. 2. Perform visual inspection prior to placement for size, type, and quality of materials. 3. Observe and report on placement of reinforcement, including siZe, vertical
location, horizontal spacing, correctness of bends, splices, clearance between bars and forms, firmness of installation, and security of supports and ties, immediately prior to concreting.
D. Inspection and Testing of Concrete: 1. Concrete Mix Designs: a. Trial mixtures having proportions and consistencies suitable for the work shall be made based on ACI 211.1, using at
least three different water-cement ratios which will produce a range of strengths encompassing those required for this project. b. Trial mixes shall be designed to produce a slump within
1/2" of the maximum permitted, and for air-entrained concrete, within .5 percent of maximum allowable air content. c. For each water-cement ratio, at least three compression test cylinders
for each test age shall be made and cured in accordance with ASTM C192. Cylinders shall be tested at 7 and 28 days in accordance with ASTM C39, unless otherwise directed by the Engineer.
d. From the results of the 28 day tests a curve shall be plotted showing the relationship between the water-cement ratio and compressive strength. From this curve, the water-cement ratio
to be used in the concrete shall be selected to produce the average strength required. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS
PROJECT NO. 90433 
DIVISiON 1 -GENERAL REOUlREMENTS PAGE SECTION 01410 -TESTING LABORATORY SERVICES 01410-6 e. The cement content and mixture proportions to be used shall be such that this water-cement
ratio is not exceeded when slump is the maximum permitted. Control in the field shall be based upon maintenance of proper cement content, slump, and air content. ','jf. Mix designs furnished
by the concrete supplier and accompanied by test data showing an acceptable strength history, will be considered as an acceptable alternative to the procedure described in paragraphs
\ a through '] d' above. 1. Temperature of concrete in test data shall 1be within 5 degrees F of maximum temperature specified or expected for this project. '1 J 2. Strengths indicated
in test data shall be in accordance with ACI 318. 2. Inspection: a. Inspect and control concrete mixing and -􀁾􀁬􀀠,jloading of transit-mix trucks at plant at start of each day's mixing.
Prevailing conditions shall be compared to criteria indicated on appropriate design mix (temperature, moisture, condition of aggregates, etc.). Report significant deviances immediately;
make corresponding adjustments to mix before materials are discharged. b. Control addition of water to concrete at job site and length of time concrete is allowed to remain in truck
during placement. c. certify each delivery ticket indicating class of concrete delivered, amount of water added and time at which cement and aggregate was discharged into truck, and
time at which concrete was discharged from truck. d. Temperature: Determine temperature of .1 concrete sample of each strength test. 3. Test Cylinders: a. During progress of work, make
test cylinders in accordance with ASTM C172. Make 3 test cylinders for each 100 cubic yards or fraction thereof placed for anyone day, for each different class of concrete. 1990 MISCELLANEOUS
PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 -, :J l 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01410 -TESTING LABORATORY SERVICES 01410-7 b. Mold and cure cylinders in accordance with ASTM C3l 􀁾􀀠test cylinders in accordance with
ASTM C39 (1 at 7 days and 2 at 28 days). Engineer may waive test requirements for placements of 25 cubic yards or less. 4. Slump Tests: Make slump assurance tests at beginning of each
day's placement and for each set of test cylinders in accordance with ASTM C143. 5. Air content: Determine total air content of air entrained normal weight concrete for each strength
test in accordance with ASTM C23l. E. Inspection and Testing of structural Steel: 1. Inspect structural steel during fabrication and after erection for conformance with Contract Documents
and approved shop drawings. 2. Fabricator and Erector shall provide the Testing Laboratory with names of welders to be employed on work, together with certification that each of these
welders has passed qualification tests within the last year using procedures covered in the American Welding society standard. 3. Inspect erected structural framework for conformance
with requirements specified, including: a. Location and adequacy of bracing. b. Location and set of anchor bolts and other inserts. c. Required alignment, plumbness, camber, etc. 4 .
Inspection of high strength bolted construction: In accordance with section 6, AISC Specification for structural Joints, and as follows: a. Visually inspect all high strength bolted
connections. b. Check at least two bolts of every third connection between beams and girders with calibrated torque wrench for proper torque. c. Check at least two bolts of every connection
between girders and columns as above, but not less than 10% of bolts. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433

1 DIVISION 1 SECTION 01410 5. 6. GENERAL REQUIREMENTS PAGE -TESTING LABORATORY SERVICES 01410-8 Inspection of Field Welds: In accordance with section 6 of AWS Building Code and as follows:
a. Visually inspect welds in accordance with JArticle 605. b. Test full penetration welds by ultrasonic 'l method in accordance with ASTM E164. j Special Inspections: If after the commencement
of '1 the work, the Engineer determines that any part of J the work requires special inspection, testing or approval, he will instruct the Contractor to order such special inspection,
testing or approval. If such special inspection or testing reveals a failure of the work to comply with the ,requirements of the Contract Documents, or with respect to the performance
of the work, with laws, J ordinances, rules, regulations or the orders of any public authority having jurisdiction; the Contractor shall bear all costs thereof, including Engineer additional
services made necessary by such failure. END OF SECTION :i 􀀬􀁾􀀠j , , . , : 􀁾􀀠.-.; 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS
PROJECT NO. 90433 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01420 -RESIDENT PROJECT REPRESENTATIVE SERVo 01420-1 PART 1 -GENERAL 1.1 SCOPE: This section summarizes the duties, responsibili ties and
limitations of authority of the Resident projeot Representative (RPR) in connection with his observation and review of the work. 1. 2 AUTHORITY: A. Services of the RPR are set forth
in the General Conditions of the contract for Construction. In particular, the definition of the Engineer's RPR's duties provide authority for observation and review of the work. B.
The RPR's authority to require special inspection or testing in connection with rejected work is also provided in the General Conditions. Furthermore, the provisions that, upon request
by the Contractor, the RPR review and accept or reject any material furnished is also granted in the General Conditions. C. The provision for removing work for inspection by the RPR
is set forth in the General Conditions in the paragraph concerning uncovering of work. 1.2 DEFINITIONS: A. Resident Project Representative (RPR).A representative of the Engineer or OWner
will be assigned authority to observe and review the work. B. Workinq Dav. RPR's are not required to work on Saturdays, sundays, or legal holidays. If the Contractor plans work on a
Saturday or legal holiday, prior arrangements should be made for an RPR not later than 2:00 p.m. on the working day before the Saturday or legal holiday. C. Unobserved or Unreviewed
Work. Any work performed on a Saturday, sunday, or legal holiday without benefit of any observation or review by the RPR may require removal and replacement if so directed by the RPR.
Removal and replacement will be completed at no additional cost to the owner. 1.3 RESIDENT PROJECT REPRESENTATIVE: A. Assist the Contractor's superintendent in understanding the intent
of the contract documents. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
􀁄􀁾􀁖􀁾􀁓􀁾􀁏􀁎􀀠1 -GENERAL 􀁒􀁅􀁏􀁕􀁾􀁒􀁅􀁍􀁅􀁎􀁔􀁓􀀠 PAGE 􀁓􀁅􀁃􀁾􀁾􀁏􀁎􀀠01420 -􀁒􀁅􀁓􀁾􀁄􀁅􀁎􀁔􀀠􀁐􀁒􀁏􀁊􀁅􀁃􀁾􀀠􀁒􀁅􀁐􀁒􀁅􀁓􀁅􀁎􀁔􀁁􀁔􀁾􀁖􀁅􀀠SERVo 01420-2 B. Conduct on-site observations
and spot checks of the work in progress as a basis for determining conformance of work, materials and equipment with the contract documents. C. Consider and evaluate suggestions or recommendations
which may be submitted by the Contractor to the Engineer and report them with recommendations to the Engineer for final decision. D. Be alert to the construction schedule and to conditions
which may cause delay in completion, and report same to the Engineer. E. Maintain liaison with the Contractor and all sUbcontractors on the project only through the Contractor's superintendent.
F. Attend conferences held at the project site as directed by the Engineer. Report to the Engineer the results of such meetings. G. Advise the Engineer in advance of the schedules of
tests and observe that tests at the project site which are required by the contract documents are actually conducted; observe, record and report to the Engineer all details relative
to the test procedures. H. If observers representing local, state or federal agencies having jurisdiction over the project visit the site, accompany such observers during their trips
through the project; record and report to the Engineer's office the results of these observations. I. Receive samples which are required to be furnished at the site; record date received
and from whom, and notify the Engineer of their readiness for examination; record Engineer's approval or rejection; and maintain custody of approved samples. J. Review applications for
payment submitted by the Contractor and forward them with recommendations to the Engineer for disposition. K. After substantial completion, check each incomplete or defective item as
it is corrected. L. If a situation arises during construction which requires that work be rejected, report such situation immediately to the Engineer. 1 '] n ":J .1 1990 MISCELLANEOUS
PAVEMENT IMPROVEMENTS -TOWN OF 􀁁􀁄􀁄􀁾􀁓􀁏􀁎􀀬􀀠TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01420 -RESIDENT PROJECT REPRESENTATIVE SERVo 01420-3 M. The project representative shall not: 1. Authorize deviations from the contract
documents. 2. Personally conduct any tests. 3. Enter into the area of responsibility of the Contractor's superintendent. 4. Expedite the work for the Contractor. 5. Advise on, or issue
directions relative to any aspect of construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the work. 6. Authorize
or suggest that the Owner occupy the project, in whole or in part, prior to sUbstantial completion. END OF SECTION 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN,
INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
"'lI i " J 11J ] '1!J ] J -1 .j 􀁾􀀱􀀠) j "] 1 -, 􀁾􀀠'J , , -,,, . 1 􀀬􀁣􀀺􀁾􀀠j "1, ... Ji :-:;,: ."J 1 cj 1 .j '1 cd ii ,􀁾􀀠..􀁾􀀴􀀠, 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01630 -SUBSTITUTIONS AND PRODUCT OPTIONS 01630-1 PART 1 -GENERAL 1. 1 GENERAL: A. Products List. within 30 days after contract date, submit
to Engineer a complete list of major products proposed to be used, with the name of the manufacturer and the installing subcontractor. B. Contractor's options. 1. For products specified
only by reference standard, select any product meeting that standard. 2. For products specified by naming several products or manufacturers, select anyone of the products or manufacturers
named, which complies with the specifications. 3. For products specified by naming one or more products or manufacturers and "or equal," Contractor must submit a request as for sUbstitutions
for any product or manufacturer not specifically named. 4. For products specified by naming only one product and manufacturer, there is no option. C. substitutions. 1. For a period of
30 days after contract date, Engineer will consider written requests from Contractor for substitution of products. 2. Submit a separate request for each product, supported with complete
data, with drawings and samples as appropriate, including: a. Comparison of the qualities of the proposed sUbstitution with that specified. b. Changes required in other elements of the
work because of the substitution. c. Effect on the construction schedule. d. Cost data comparing the proposed sUbstitution with the product specified. e. Any required license fees or
royalties. f. Availability of maintenance service, and source of replacement materials. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS
PROJECT NO. 90433 
DIVISION 1 -GENERAL REOUlREMENTS PAGE SECTION 01630 -SUBSTITUTIONS AND PRQDUCT OPTIONS 01630-2 3. Engineer shall be the judge of the acceptability of the proposed substitution. ]D. Contractor's
Representation. A request for a sUbstitution constitutes a representation that Contractor: 1,dl 1. Has investigated the proposed product and determined that it is equal to or superior
in all respects to that specified. 2. Will provide the same warranties or bonds for the sUbstitution as for the product specified. 3. Will coordinate the installation of an accepted
sUbstitution into the work, and make sure other changes as may be required to make the work complete in all respects. 4. Waives all claims for additional costs, under his responsibili
ty, which may subsequently become apparent. E. Engineer will review requests for sUbstitutions with reasonable promptness, and notify Contractor, in writing, of the decision to accept
or reject the requested sUbstitution. F. Substitutions will not be considered if: 1. They are indicated or implied on Shop Drawings or Product Data submittal without formal request submitted
in accordance with this section. 2. Acceptance will require substantial revision of the Contract Documents. G. If sUbstitution is not approved or accepted, Contractor shall furnish specified
product. END OF SECTION 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01700 -CONTRACT CLOSEOUT 01700-1 PART 1 -GENERAL 1. 1 GENERAL: A. Contractor shall comply with requirements stated in Conditions of the
Contract and specifications for administrative procedures for closing out the work. B. Related requirements specified in other sections: 1. Record Documents: section 01720 2. Warranties:
section 01750 1.2 SUBSTANTIAL COMPLETION: A. When Contractor considers the work is substantially complete, he shall submit to the Engineer: 1. A written notice that the work, or designated
portion thereof, is substantially complete. 2. A list of items to be completed or corrected. B. Within a reasonable time after receipt of such notice, Engineer will make a review to
determine the status of completion and shall furnish the Contractor a complete list of items of work to be completed or corrected. The list so developed shall, in no way, release the
Contractor, or subcontractors from furnishing and installing or correcting items or work required by the contract Documents. C. Should Engineer determine that the work is not substantially
complete: 1. Engineer will promptly notify the Contractor in writing, giving the reasons therefor. 2. Contractor shall remedy the deficiencies in the work, and send a second written
notice of substantial completion to the Engineer. 3. Engineer will re-observe the work. D. When Engineer concurs that the work is substantially complete, he will: 1. Prepare a tentative
certificate of Substantial Completion accompanied by Contractor's tentative list of items to be completed or corrected, as verified and amended by the Engineer. 1990 MISCELLANEOUS PAVEMENT
IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01700 -CONTRACT CLOSEOUT 01700-2 2. Submit the tentative Certificate to Owner and Contractor for their written acceptance of the responsibilities
assigned to them. 3. After due consideration of any objections to the tentative certificate that have been made by the Owner as provided in the General Conditions, the ]Engineer will
execute and deliver to the Owner and Contractor a definite certificate of Substantial Completion with a revised list of items to be completed or corrected. J 1.3 FINAL REVIEW AND OBSERVATION:
]A. When Contractor considers the work is complete, he shall submit written certification that: 1. Contract Documents have been reviewed. 2. Work has been reviewed for compliance with
Contract Documents. 3. Work has been completed in accordance with Contract Documents. 4. Equipment and systems have been tested in the presence of the Owner's representatives and are
operational. 5. Work is completed and ready for final review and observation. B. Engineer will make a review to verify the status of completion with reasonable promptness· after receipt
of such certification. C. Should Engineer consider that the work is incomplete or defective: 1. Engineer will promptly notify the Contractor in writing, listing the incomplete or defective
work. 2. Contractor shall take immediate steps to remedy the stated deficiencies, and send a second written certification to Engineer that the work is complete. 3. When the Engineer
finds that the work is acceptable under the Contract Documents, he shall request the Contractor to make closeout . ,,SUbmittals. j 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN Oli'
ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01700 -CONTRACT CLOSEOUT 01700-3 1.4 CONTRACTOR'S CLOSEOUT SUBMITTALS TO ENGINEER: A. Upon final acceptance by the OWner, and completion
of all work, the Contractor shall submit to the OWner, through the Engineer, the following data: 1. Certificate stating that all accounts for labor, equipment and material are paid in
full; or in the case of outstanding accounts because of this work, the Contractor shall furnish a release of claims by the individual or concerned party. This certificate shall be notarized
and signed by the Contractor. 2 . The Contractor's Bonding Company shall furnish a release to the Owner, that it is with their consent that final payment be made to the Contractor. 3.
The Contractor shall furnish a letter guarantee of all workmanship to be free of defects for a period of one year, unless required longer by any division of the specifications, and should
any defects arise, then such defects shall be restored to the original condition at no expense to the Owner. This shall include all necessary cutting and patching as may be required
to correct the defective work. 4. The Contractor shall submit accurate and detailed "Record Drawings" covering all changes to the work. Submit two (2) copies and one (1) original mylar.
5. The Contractor shall submit all guarantees, warranties, brochures, and operating instructions as required by the different divisions of the specifications. 6. The Contractor shall
submit a request for final payment, which shall include an audit of the account of the contract and said audit shall fully cover amounts paid by the Owner to the Contractor, and amounts
due Contractor because of this work, all of which shall be fully covered by the contract documents and approved change orders. 7. Certificate of Occupancy, if applicable. 8. Certificates
of inspection, if applicable. 9. Operation and Maintenance Data, Instructions to Owner's Personnel. Requirements of respective sections in specifications. 1990 MISCELLANEOUS PAVEMENT
IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 1 -GENERAL REOUlREMENTS PAGE SECTION 01700 -CONTRACT CLOSEOUT 01700-4 10. Spare Parts and Maintenance Materials. As specified in respective sections of specifications. ]1.5
FINAL ADJUSTMENT OF ACCOUNTS: A. Submit a final statement of accounting to Engineer. 1 ,j(Final pay application) B. Statement shall reflect all adjustments to contract sum: J Original
contract sum. 2. Additions and deductions resulting from: a. Previous change orders. b. unit prices. c. Deductions for uncorrected work. ] d. Deductions for liquidated damages. e. Other
adjustments. 3. Total contract sum, as adjusted. 4. Previous payments. 5. Sum remaining due. 1.6 FINAL PAYMENT: Final payment shall be made upon submission of the documents called for
above, and as covered under the general conditions and any modification thereto. END OF SECTION . ,, J " 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING
ENGINEERS PROJECT NO. 90433 c, 􀁾􀀠'..􀀭􀀭􀁾􀀠
DIVISION 1 -GENERAL REQUIREMENTS PAGE SECTION 01720 -PROJECT RECORD DRAWINGS 01720-1 PART 1 -GENERAL 1.1 GENERAL: A. Prepare and maintain record documents for the project to accurately
reflect the construction as built. Documents must be submitted at work completion as a condition of final acceptance. B. Related Requirements specified Elsewhere: 1. Shop Drawings, Product
Data I< Samples: section 01340 1.2 MAINTENANCE OF RECORD DOCUMENTS: A. Maintain at the job site, one copy of: 1. Contract drawings. 2. Specifications. 3. Addenda. 4. Reviewed shop drawings.
5. Change orders and field orders. 6. Other contract modifications. 7. Field test records. 8. Correspondence. B. Store documents in approved location, apart from documents used for construction.
C. Provide files and racks for storage of documents. D. Maintain documents in clean, dry legible condition. E. Do not use record documents for construction purposes. F. Make documents
available at all times for inspection by Engineer and Owner. PART 2 -PRODUCTS 2.1 MARKING DEVICES: A. Mark all changes with red pencil. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN
OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 1 -GENERAL REQUIREMENTS PAGE SECTION 01120 -PROJECT RECORD DRAWINGS 01120-2 PART 3 -EXECUTION 3.1 RECORDING: A. Keep record documents current. Do not conceal any work until
required information has been recorded. B. Label each document "PROJECT RECORD" in neat, large, printed letters. Lagibly mark contract drawings to record actual construction: Depths
of various elements of foundations in relation to benchmark elevation. 2. Horizontal and vertical location of underground and underslab utilities and appurtenances referenced to permanent
surface improvements. 3. Location of internal utilities and appurtenances referenced to permanent surface improvements. 4. Field changes of dimension and detail. 5. changes made by change
order or field order. 6. Details not on original contract drawings. C. Legibly mark specifications and addenda to record: Manufacturer trade name, catalog number andI supplier of each
product and item of equipment actually installed. 2. changes made by change order or field order. 3. Other matters not originally specified. D. Legibly annotate the shop drawings to
record changes made after review. E. Final Drawings: 1. Upon completion of Work, furnish Owner with one (1) complete set of marked-up reproducibles with "PROJECT RECORD DOCUMENTS" clearly
printed in lower right hand corner of each sheet. 2. Engineer when requested, will furnish set of reproducibles of mylars for mark-up. (cost of reproducibles to Contractor) 3. Accurately
and neatly transfer changes and deviations from construction progress set to final set. ] 1 J ] ] 1 1 J 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING
ENGINEERS PROJECT NO. 90433 
DIVISION1 -GENERAL REQUIREMENTS PAGE SECTION 01720 -PROJECT RECORD DRAWINGS 01720-3 4. Prepare record Drawings where specified and as required. Provide reproducibles plus two (2) sets of blue
line prints. F. Final Specifications: 1. Upon completion of Work, furnish OWner with one (1) copy to Engineer with complete set marked-up with "PROJECT RECORD DOCUMENTS" clearly printed
on cover. 2. Engineer, at cost of reproduction to Contractor, will furnish Specifications for mark-up. 3. with black ink, accurately and neatly transfer annotations from construction
progress set to final set. G. Samples: Record on transmittal, if not indicated, manufacturer, trade name, catalog number, color, and supplier. H. Endorsement: Sign each final record
drawing and cover of final record Specifications. Note thereon that record documents are complete and accurate. 3.2 SUBMITTALS: A. Collect and protect items submitted by manufacturer,
supplier or subcontractor which accompany materials and equipment, such as bonds and warranties, special tools, extra maintenance parts and materials, and printed information regarding
operation, lubrication, parts and maintenance. submit to Owner upon completion of job, in bound tabbed volume. B. Upon completion of job, bind one copy of approved shop drawings and
catalog of equipment actually installed in job, and post construction submittals, into tabbed, trade related volumes, and deliver to the Engineer for transmittal to the Owner. C. Preparation
of Reproducibles: In preparation for Certification of Substantial Completion of the work, review completed mark-up of record drawings with Engineer. When authorized, proceed with preparation
of a full set of corrected reproducibles for contract record drawings. Incorporate changes and additional information previously marked-up on print sets, by erasing and redrawing where
applicable; refer instances of uncertainty to Engineer for determination. Identify and date each updated drawing. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN,
INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 1 -GENERAL REQUIREMENTS PAGE SECTION 01720 -PROJECT RECORD DRAWINGS 01720-4 D. Accompany submittal with transmittal letter, in duplicate, containing: 1. Date. 1 2. project title
and number. 1 3. Contractor's name and address. ,J 4. Title and number of each record document. 5. Certification that each document as submitted is complete and accurate. ]6. Signature
of Contractor, or his authorized representative. E. At Contract close-out, deliver one set of reproducibles ] and two sets (blue line prints) of record documents (as-built) to Engineer
for the Owner. Cost of reproducibles and blue lines will be borne by the Contractor. '1 jEND OF SECTION " , :. J 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN,
INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 1 -GENERAL REOUIREMENTS PAGE SECTION 01750 -WARRANTIES AND BONDS 01750-1 PART 1 -GENERAL 1. 1 GENERAL: A. Contractor shall guarantee materials and workmanship for a period of
one year from date of completion and final acceptance by the Owner except where additional guarantees or warranties are required under the technical sections of the specifications. B.
Before final payment is made the General contractor shall deliver to the Engineer all material and equipment guarantees or warranties in writing from subcontractors and suppliers. C.
The General contractor shall also deliver to the Engineer before final payment three complete bound sets of manufacturer's instructions, service and parts manuals on each piece of equipment
furnished under this contract. END OF SECTION 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
] 1.J J ] '1 d ] :1 J . 1 •. 
DIVISION 2 SITEWORK 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
"" J ] ] "1J -,, i.J .. 􀁾􀀠.. 􀁾􀀠
DIVISION 2 -SITEWORK PAGE SECTION 02000 -STANDARD SPECIFICATIONS 02000-1 PART 1 -GENERAL 1.1 GENERAL: A. All specifications and special 􀁰􀁲􀁯􀁶􀁾􀁳􀁾􀁯􀁮􀁳􀀠applicable to this project
are identified as follows: STANDARD SPECIFICATIONS: The 1982 Edition of the Texas State Department of Highways and Public Transportation Standard Specifications for Construction of Highways,
streets and Bridges as adopted by the State Department of Highways and Public Transportation, September I, 1982, Part II, Construction Details. B. The following items are specifically
hereby included: ITEM NO • ... 􀁾􀁾􀀭􀀬􀁄􀁵􀀻􀁅􀁉􀂣􀁓􀀢􀀬􀁃􀀢􀀢􀁒􀀢􀀬􀁉􀀬􀀢􀀢􀁐􀀬􀀭􀀢􀁔􀁤􀁉􀀢􀀬􀁏􀀢􀀬􀁎􀀠100 Preparing Right-of-Way 104 Removing Old Concrete 110 Roadway Excavation 162
Sodding for Erosion Control 166 Fertilizer 168 Sprinkle Irrigation 210 Rolling (Flat Wheel) 260 Lime Treatment for Materials in Place 264 Hydrated Lime & Lime Slurry 300 Asphalt, Oils,
Emulsions 302 Aggregate for Surface Treatment 310 Prime Coat 340 Hot Mix Asphaltic Concrete Pavement (CI.A) 360 Concrete Pavement (Water Cement Ratio) 400 Structural Excavation 401 Excavation
and Backfill for Sewers 420 Concrete Structures 421 Concrete for Structures 427 Surface Finishes for Concrete 430 Extending Concrete Structures 435 Elastomeric Materials 440 Reinforcing
Steel 470 Manholes and Inlets 471 Frames, Grates, Rings & Covers 475 Headwalls, Wingwalls, Inlets & Manholes 479 Adjusting Manholes & Inlets 481 PVC Pipe 496 Removing Old Structures
502 Barricades, Signs and Traffic Handling 520 Weighing & Measuring Equipment 522 Ready-Mix Plants 556 Pipe Underdrains 618 Conduit and Pullboxes 662 construction Pavement Markings 666
Thermoplastic Pavement Markings 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 2 -SITEWORK PAGE SECTIQN 02000 -STANDARD SPECIFICATIONS 02000-2 ITEM NO. DESCRIPTION 670 Pavement Markings (Reflectorized Paint) 674 Pavement Markings 676 Traffic Buttons C.
In addition to the above standard Specifications, the August 28, 1986 Edition of the North Central Texas Council of ]Governments Standard specifications for Public Works Construction,
Part II, Materials, and Part III, Construction Methods, where not in conflict with the Highway Department 1Standards, shall be appl icable to this project. If a j conflict should occur,
the Highway Department Specifications shall govern, unless stated otherwise. "1JEND OF SECTION .2 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING
ENGINEERS PROJECT NO. 90433 
DIVISION 2 -SITEWORX PAGE SECTION 02010 -SPECIAL PROVISIONS 02010-1 PART 1 -GENERAL 1. 1 GENERAL: A. The following Special Provisions shall govern and take precedence over the aforementioned
Standard Specifications enumerated herein whenever they are in conflict. B. Mention herein or indication on the drawings of items, materials, operations or methods, requires that the
Contractor provide and/or install each item mentioned or indicated of quality or subject to qualification noted; perform according to conditions stated each operation prescribed; and
provide all necessary labor, equipment, supplies and incidentals. C. Requirements of the General conditions, Special Conditions and Addenda, if issued, shall apply as if herein written.
D. Separation of these specifications into items and sections is for convenience only and is not intended to establish limits of work. ITEM NO. DESCRIPTION 102 Clearing and Grubbing
104 Removing Old Concrete 110 Roadway Excavation 160 Furnishing and Placing Topsoil 162 Sodding for Erosion Control 166 Fertilizer 168 Sprinkle Irrigation 210 Rolling (Flat Wheel) 260
Lime Treatment For MatI. In Place 264 Hydrated Lime & Lime Slurry 270 Portland Cement Treatment For MatI. in Place 340 Hot Mix Asphaltic Concrete Pavement (CI.A) 360 Concrete Pavement
(Water Cement Ratio) 440 Reinforcing Steel 475 Headwalls, Wingwalls, Inlets & Manholes 482 Underground Irrigation Sleeves 502 Barricades, Signs and Traffic Handling 524 Hydraulic Cement
666 Thermoplastic Pavement Marking 674 Pavement Markers 676 Traffic Buttons The following Special Provisions are provided for clarification or reference where required and shall govern
if applicable to the project, or a specific portion of the project. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433

DIVISION 2 -SITEWORK PAGE ] SECTION 02010 -SPECIAL PROVISIONS 02010-2 SPECIAL PROVISION TO ITEM 102 -CLEARING AND GRUBBING (REFERENCE: NCTCQG SPECIFICATIONS. ITEM 3.2 CLEARING AND GRUBBING)
j Article 102.3 MEASUREMENT. Delete the second, third, fourth, fifth, and sixth paragraphs. 1.-> Article 102.4 PAYMENT. Delete in its entirety and replace with the following: All work
performed and measured as provided under "Measurement" will not be paid for directly but shall be considered 9 as subsidiary to the work to which it applies. J SPECIAL PROVISION TO ITEM
104 -REMOVING OLP CONCRETE/OLD ASPHALT "J(REFERENCE: NCTCOG SPECIFICATIONS. ITEM 8.8 SAWING) Article 104.1 DESCRIPTION. Delete in its entirety and replace with the following: J Removing
old concrete or old asphalt shall consist of all sawed break-out grooves for full depth of existing ] concrete, or asphalt, breaking up, removing and satisfactorily storing or disposing
of old concrete or asphalt street, pavements, curb and gutter where shown on plans as Pay Items 104.1 and 104.2. All other old concrete or old asphalt within the limits of the public
rights-of-way such as foundations, reinforced concrete pipe, curbs, driveways, or curb and gutter, not specifically provided for here or elsewhere by the plans and/or specifications
shall be considered subsidiary to the work associated with the demolition and removal. Article 104.2 CONSTRUCTION METHODS. Add the following to the second paragraph of this article:
The existing concrete and asphaltic pavement shall be cut to the full depth encountered for the entire length as required. The concrete or asphalt pavement removed shall be removed as
indicated and according to the notes or details associated with the particular area or section of pavement. . . ," .JArticle 104.3 MEASUREMENT. Delete and replace with the following:
All full depth saw cuts required on this project will be measured by the linear foot, where shown on the plans. Whenever a straight, clean sawed line is required on concrete or asphalt
it shall be paid for under Pay Item 104.1, Sawcut Existing Pavement. All existing concrete or asphalt pavement, pavement, median strips, sidewalks, slabs 6" or thicker (i.e. driveways)
removed as prescribed above; and specifically indicated on 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 2 -SITEWORK PAGE SECTION 02010 -SPECIAL PROVISIONS 02010-3 plans as pay Item 104.2 shall be measured by the square yard in its original position, regardless of its thickness
or the depth of covering. It shall be paid for under pay Item 104.2, Remove Old concrete/Asphalt. The removal of concrete or asphaltic surfaces, cement treated bases or other objectionable
materials within the limits of the public right-of-way and sawed break-out grooves used to aid in the removal of pavement, and not specifically indicated on the plans as PAY ITEM 104.2,
shall be considered subsidiary to the work to which it applies. SPECIAL PROVISION TO ITEM 110 -ROADWAY EXCAVATION (DENSITY CONTROL). This special provision is added to the specifications
and modified as follows: Article 110.1 DESCRIPTION. Delete this paragraph in its entirety and add the following: "Roadway Excavation" shall consist of undercutting to firm soil, removing,
hauling and disposing of all unsuitable, extra and objectionable materials and utilizing onsite or offsite materials as backfill to bring subgrade to required lines and grades. Removal
and replacing of unstable materials will only be resorted to following proof rolling of the subgrade and when directed by the Engineer or his representative. Article 110.2 CONSTRUCTION
METHODS. Delete this section in its entirety and add the following: Areas of subgrade which require removal due to increased pavement thickness shall be removed and then proof rolled
to locate any areas of weakness. Areas of weakness shall be undercut to firm soil then backfilled with a material of like soil classification as the surrounding soils. The backfill shall
be done in g" lifts (loose measure) and compacted to a minimum 95% Standard Proctor density with a moisture content at the time of compaction at the recommended optimum moisture content
as indicated on the plans and in the soils investigation report. It shall be the responsibility of the contractor to notify the Engineer of possible areas of unstable soils in SUfficient
SUfficient time for visual inspection prior to the contractor setting the form work, dowels or reinforcing. Failure to notify the Engineer shall not relieve the contractor of his responsibilities
for removal of the unsuitable materials. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 2 -. SITEWORK PAGE SECTION 02010 -SPECIAL PROVISIONS 02010-4 During reconstruction of the pavement the contractor shall take extra precaution to schedule his work to minimize
the ponding of rainwater in areas where the pavement has been removed. ,Article 110.3 SELECTION OF MATERIALS. Delete this section in its entirety. J Article 110.4 MEASUREMENT. Delete
this section in its entirety 1and replace it with the following: .J All roadway excavation will be measured by the cubic yard of materials in their original position. The applicable
areas shall be measured by the contractor While witnessed by the Engineer and a volume agreed upon in the field after undercutting the soil but prior to backfilling the excavation. Excavation
necessary in the opinion of the Engineer that is attributed to the Contractor's carelessness shall not be considered for payment. Article 110.S PAYMENT. Delete this section in its entirety
and replace with the following: The unit price bid shall be full compensation for furnishing furnishing all materials, tools, equipment, for any excavation, and to acquire suitable materials,
provide specified compaction and sprinkling in order to complete the work as required herein. Payment for unauthorized work will not be made. Hauling and disposing of all unsuitable
and objectionable materials shall be included in the unit price bid for this item. SPECIAL PROVISION TO ITEM 160 -FURNISHING AND PLACING TOPSOIL (REFERENCE; NCTCOG SPECIFICATIONS. ITEM
3.8. TOPSOIL) Article 160.1 DESCRIPTION. Delete in its entirety and replace with the following: This item shall consist of stripping and removing the top 6" of topsoil from within the
right-of-way limits, temporarily stockpiling the material, then placing it to a minimum 6" uniform thickness, on areas disturbed during construction. Article 160.2 MATERIAL. Delete in
its entirety and replace with ., the following: J The topsoil shall be free of objectionable materials and be able to support the growth of block sodding as hereinafter specified. 1990
MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 2 -SITEWORK PAGE SECTION 02010 -SPECIAL PROVISIONS 02010-5 Article 160.4 CONSTRUCTION METHODS. (1) RIGHT-OF-WAY SOURCES. Add the following: Adequate drainage of surface run-off
must be maintained throughout the duration of the project regardless of how the material is stockpiled, and is considered subsidiary to the item to which the work applies. Article 160.5
MEASUREMENT. Oelete in its entirety and replace with the following: No seperate measurement shall be made for furnishing and placing topsoil. Article 160.6 PAYMENT. Delete in its entirety
and replace with the following: Payment for this work shall be considered subsidary to Pay Item 162 -Sodding for Erosion Control. SPECIAL PROVISION TO ITEM 162 -SODDING FOR EROSION CONTROL
(BLOCK-SODDING) (REFERENCE: NCTCOG-SPECIFICATIONS, ITEM 3.9) Article 162.1 DESCRIPTION. Modify as follows: Delete the first paragraph and SUbstitute with the following: "Sodding for
Erosion Control" shall consist of providing and planting Common Bermuda grass block sodding sodding along or across such areas as are designated on the plans and in accordance with specification
requirements herein outlined. If st. Augustine grass is encountered adjacent to the work then st. Augustine sod shall be installed in those areas. Add the following to the second paragraph:
Should completion of a project occur during a season when acceptable sod is unavailable, the Contractor shall seed the area with an approved grass seed and sod the area at a later date
as directed by the Engineer. Article 162.2 MATERIALS. Delete paragraphs four and five. Article 162.9 MEASUREMENTS. Delete the paragraph and SUbstitute with the following: Work and acceptable
material for "Block Sodding" will measure by the square yard complete-in-place for the area covered with block sod. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN,
INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 2 -SITEWORK PAGE SECTION 02010 -SPECIAL PROVISIONS 02010-6 Article 162 .10 PAYMENT. Delete in its entirety and substitute the following: The work performed and materials furnished
and measured as provided under "Measurement" will be paid for at the unit bid price for "Block Sodding For Erosion Control," which price shall be full compensation for furnishing and
placing topsoil, furnishing and placing all sod where either indicated on the plans or as directed by the Engineer; for all rolling and tamping; for all water; for fertilizer; for all
disposal of all surplus material; and for all material, labor, equipment, tools complete the work, all in these specifications. and accincidentals necessary ordance with the plans to
and SPECIAL PROVISION TO ITEM 166 -FERTILIZER Article 166.1 DESCRIPTION. Delete in its entirety and replace with the following: "Fertilizer" shall consist of providing and distributing
fertilizer over such areas as required by the areas indicated on the drawings and in accordance with these specifications. Article 166.2 MATERIALS. Deleted in its entirety and replaced
with the following: All fertilizer used shall be delivered in bags or containers clearly labeled showing the analysis. A pelleted or granulated fertilizer shall be used which has an
analysis of (10-20-10) consisting of nitrogen-phosphoric acid-potash nutrients respectively and applied at the rate of ten pounds per thousand square feet (10#/1000 s.f.). Article 166.3
CONSTRUCTION METHODS. Delete the second paragraph in its entirety. Article 166.4 and 166.5 MEASUREMENT AND PAYMENT. Delete both paragraphs and sUbstitute with the following: All fertilizers
shall not be :measured for separate payment but shall be considered subsidiary to Item 162 -"sodding for Erosion Control." SPECIAL PROVISION TO ITEM 168 --SPRINKLE IRRIGATION Article
168.1 DESCRIPTION. Delete in its entirety and replace with the following: "Sprikle Irrigation" shall consists of the authorized application of water on those portions of the project
areas as indicated on the plans; those portions requiring sprinkle irrigation, or those areas as directed by the Engineer, and as herein specified. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS
-TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 '1 ;] ] ] 'lJ d 􀁾􀀠-􀁾􀀠J 
DIVISION 2 -SITEWORK SECTION 02010 -SPECIAL PROVISIONS PAGE 02010-7 Article 168.3 CONSTRUCTION of the paragraph. METHODS. Delete the first sentence Article 168.4 MEASUREMENT and Article
168.5 PAYMENT are hereby deleted and replaced with the following: "Sprinkle Irrigation" shall not be measured for separate payment but shall be considered subsidiary to :Item 162 "Sodding
for Erosion Control", which shall be full compensation for all costs in connection with furnishing the water; for all costs in connection with furnishing and operating approved sprinklers
and all necessary measuring devices; and for applying the water as directed, including all hauling, equipment, tools, materials, labor, and incidentals necessary to complete the work.
SPEC:IAL PROVISION TO ITEM 210 -ROLLING (FLAT WHEEL) Article 210.4 MEASUREMENT. and 210.5 PAYMENT. Delete entirely and insert the following: "Rolling (Flat Wheel)" shall not be measured
separately for payment but shall be considered subsidiary to the various items of work to which it applies. SPEC:IAL PROVISION TO ITEM 260 --L:IME TREATMENT FOR MATERIALS IN PLACE (REFERENCE:
NCTCOG SPECIFICATIONS, ITEM 4.6) Article 260.2 MATERIALS. Type A hydrated lime shall be used for treatment of roadway subbase and subgrade at a maximum rate of 27#/square yard, (6% by
weight), unless noted otherwise. Article 260.4(4) COMPACTION of the lime treated roadway subbase or subgrade shall be 95% AASHTO T99 for the top six inches. Density Control shall be
required for the method of compaction. Article 260.6 MEASUREMENT. Type A hydrated lime will be measured by the ton of 2,000 pounds dry weight. Roadway subbase preparation (Density. Controlled)
will be measured by the square yard. SPECIAL PROVISION TO ITEM 264 -HYDRATED L:IME AND LIME SLURRY Article 264.2 TYPE. Type A, hydrated lime shall be used and applied in the form of
a Lime Slurry. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 2 -SITEWORl!: PAGE SECTION 02010 -SPECIAL PROVISIONS 02010-8 SPECIAL PROVISION TO ITEM 340 -ROT MIX ASPHALTIC CONCRETE PAVEMENT (REFERENCE: NCTCOG SPECIFICATIONS. ITEM 5.7 &
2.4) '1Artiole 340.2 MATERIALS. J (1) Mineral aggregate -pea gravel will not be allowed. All .,aggregate shall be crushed stone. j(2) Asphaltic material: Tack coat shall be RC-250. Article
340.3 PAVING MIXTURE. Add the following paragraph: J Type D (fine graded surface course) and Type B (fine graded base course) shall be used on this project where indicated on 1the plans.
A maximum of two inch compacted lifts will be Jpermitted to obtain the total thickness indicated. Article 340.7 MEASUREMENT. Delete and replace with the 1 following: J Type D and Type
B asphaltic concrete will be measured by the Ton of 2,000 pounds, calculated in place. The weight will be figured based upon the calculated volume called for on plans and using unit
weight of (llO#/square yard per inch of depth of indicated thickness). Tack coat will be required required and will not be a separate pay item, but shall be considered subsidiary to
the item to which ·'1 the work applies. 1 Artiole 340.8 PAYMENT. Delete the last paragraph of subarticle (1) and replace it with the following: The unit price bid shall be full compensation
for quarrying, furnishing all materials, freight involved, for all heating, mixing, hauling cleaning the existing base course or pavement, tack coat, placing asphaltic concrete mixture,
rolling and finishing I and for all manipulations, r.. ]...labor, tools, equipment and incidentals necessary to complete , the work and shall also include all maintenance required for
the temporary detours used during construction, as directed by the Engineer. SPECIAL PROVISION TO ITEM 360 -CONCRETE PAVEMENT (Water Cement Ratio) (REFERENCE: NCTCOG SPECIFICATIONS.
ITEM 5.8) Artiole 360.2 MATERIALS, subarticle (1) Cement, is supplemented by the following: When the cement is to be used in concrete with aggregates that may be deleteriously reactive,
the alkali alkali content (NaO + 0.658K20) of the cement shall not exceed 0.60%. '1 . , d 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS
PROJECT NO. 90433 
---------------------------------------------------------------DIVISION 2 -SITEWORK PAGE SECTION 02010 -SPECIAL PROVISIONS 02010-9 Article 360.2 MATERIALS. Subarticle (2) Admixtures,
is supplemented by the following: Mix designs with fly ash admixtures will not be accepted. Article 360.4 PROPORTIONING CONCRETE, subarticle (1) Proportions is supplemented by the following:
Where curbs are to be placed separately they shall conform to the applicable requirements of the Items for "Concrete Curb" or "Machine Laid Curb" and in addition 1/2" diameter by 8"
dowels on 12" centers and a 1/2" diameter horizontal bar tied to the dowels shall be provided. An approved epoxy resin shall be applied to the pavement to receive curb after the pavement
surface has been thoroughly cleaned with highpressure water or other approved method. Curbs shall be grooved at transverse joints by use of hand tools. The placing of the curb, concrete
mix design and equipment to be used shall be reviewed by the engineer prior to commencing curb work. Article 360.4 PROPORTIONING CONCRETE, Subarticle (2) Concrete is hereby deleted in
its entirety and replaced by the following: CONCRETE STRENGTH. The concrete mix will be designed with the intention of producing a concrete having a specified minimum average compressive
strength in pounds per square inch at the age in days and having the corresponding minimum average flexural strength (modulus of rupture) in pounds per square inch at the days indicated
below. The flexural test beams will be tested with a standard testing machine in which the load is applied at the center of the beam span in accordance with ASTM Designated C 293. For
the specified strength the concrete mix shall comply with the following maximum allowable water content and minimum cement content requirements. Compressive Flexural Water-Cement Sacks
of Strength (Days) Strength (Days) Ratio Cement (Type) (psi) (psi) (max.gaL/sack) (min./c.y. ) 3000 (2) Class F 500 (7) 5.50 7.0 (III) 3600 (28) Class C 600 (7) 6.00 6.0 (II, Ill) 3000
(28) Class A 700 (7) 6.50 5.0 (I, II) The coarse aggregate factor (dry, loose volume of coarse aggregate per unit volume of concrete) shall not exceed 0.85. PENALTY FOR DEFICIENT CONCRETE
STRENGTH. It is the intent of this specification that all concrete construction covered by this specification be constructed in strict conformity with the plans and these specifications.
Where any work is found 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 2 -SITEWORK PAGE SECTION 02010 -SPECIAL PROVISIONS 02010-10 to be constructed of concrete with strength values of less than the specified minimum strength, the following rules
relative to adjustment of payment for acceptable work and to replacement of faulty work shall govern. (a) If the results of the compressive cylinder tests indicate a deficient strength
and the contractor does not elect to drill cores for a final compressive strength test, adjustments will be made on the basis for the compressive strength value for the particular area
concerned as determined from the cylinders cast for compressive tests as hereinafter specified. (b) If the contractor elects to take cores for a final compressive strength test, the
compressive strength value as determined by the core tests shall be conclusive. If the results of the core tests indicate a deficient strength, adjustment will be made on the basis of
the compressive strength value as determined by the core tests. (c) If the concrete compressive strength is less than the minimum required strength, the amount of penalty per square
yard of concrete having a deficient strength shall be in accordance with the following table: PERCENT DEFICIENT AMOUNT OF PENALTY 0% TO 5% $2.00jS.Y. Greater than 5--not more than 10%
$5.00jS.Y. Greater than 10-not more than 15% NO payment* The amount of Penalty shall be deducted from payment due or to become due to the Contractor; such penalty deducted is to defray
the cost of extra maintenance. *If, in the judgment of the Engineer, the area of deficiency should not be removed and replaced, there will be no payment for the area retained. (d) All
concrete having a strength more than 15 percent deficient shall be removed and replaced with concrete meeting the requirements of these specifications at the entire cost and expense
of the' Contractor. (e) The area of concrete concerned in the adjustment or removal shall be the designated area represented by the compressive strength values determined as hereinabove
specified. Measurement for adjustment or removal shall be made to points equidistant between acceptable and unacceptable test points (points at which a compressive strength value was
determined). , J ] .J 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 .;. ,-,i 
DIVISION 2 -SITEWORK PAGE SECTION 02010 -SPECIAL PROVISIONS 02010-11 Article 360.4 PROPORTIONING CONCRETE. Subarticle (5) Mix Design, is hereby deleted in its entirety and replaced by
the following: MIX DESIGN. It is the intent of this specification to develop and use the most economical mix designs possible which will fulfill all requirements of this specification
when using acceptable materials as furnished by the Contractor. Contractor shall submitt mix designs for the various areas of concrete pavement as noted on the plans. Prior to the beginning
of concrete placements, and thereafter before any change in source or characteristics of any of the ingredients except mineral filler, mix design tests shall be performed using the cement
and aggregates proposed for use. The Contractor will be required to furnish the Engineer with all concrete batch designs necessary to produce the required strength as specified in the
contract and specifications. All designs must be sUbmitted by the Contractor and approved by by the Engineer before the placing of concrete will be permitted. At any time when any change
in source or characteristics of any of the ingredients except mineral filler is expected, results of the mix design tests required above shall be sUbmitted to the Engineer in order that
he may determine whether a change in the approved mix design is required. Concrete mixes will be designed and made in sufficient number to represent a wide range of water-cement ratios;
these mixes shall comply with the requirements therein prescribed for workability. The water-cement ratio is defined as the total U.S. gallons of water (weight 8.33 pounds) including
the moisture content of all aggregates per sack of cement (weight 94 pounds net). From the concrete of each mix design test beams will be made, cured and tested to determine the flexural
strength of the concrete at stated number of days. From these preliminary tests, the water-cement ratio required to produce concrete of the specified strength will be selected. Prior
to placing of any concrete, the Contractor, will be required to furnish and operate the specified mixer approved for use on the project and shall produce batches of the size to be used
in the concreting operations. From these batches, pilot beams will be made and tested in order to determine if the designs submitted comply with the strength requirements. No additional
compensation will be paid for equipment, materials, and labor for making these preliminary test specimens. such tests may be waived upon submission of approved independent laboratory
design or previous satisfactory tests obtained from materials of the same sources. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT
NO. 90433 
DIVISION 2 -SITEWORK PAGE SECTION 02010 -SPECIAL PBOVISIONS 02010-12 After the mix proportions and water-cement ratio required to produce concrete of the specified strength have been
determined and after the Engineer has approved the mix design, placing of concrete may be started. Concurrence on the· part of the Engineer in any proposed mixing or placing methods
or approval of any proposed mix design shall not relieve the Contractor of the responsibility of furnishing concrete in place conforming to the requirements of these specifications.
Changes in the water-cement ratio and the mix design shall be made when the strength of the concrete departs from the specified minimum strength as indicated by the strength values obtained
from tests of specimens made from concrete being placed. Artiole 360.4 PROPORTIONING CONCRETE, Subarticle (6) Test specimens, is hereby deleted in its entirety and replaced by the following:
TEST SPECIMENS AND QUALITY CONTROL. During the progress of the work the Engineer will cast test cylinders and beams for testing to maintain a check on the compressive and flexural strengths
of the concrete actually being placed. Concrete failing to meet the specifications for materials, proportions, construction methods, strength or dimensions may be required to be removed
and replaced with concrete meeting the specified requirements. Not less than 3 test cylinders for a compressive strength value and/or 2 test beams for a flexural strength value will
be taken from the concrete for each 450 square yards or less of concrete pavement placed each day. A compressi ve or flexural strength value shall be the average of the strengths of
the three cylinders or two beams as the case may be. Additional cylinders or beams may be made by the Engineers as required by concrete placing conditions, or for adequately determining
the strength of the concrete where the early use of the base or pavement is dependent upon the concrete strength tests. No extra compensation will be paid the Contractor for materials
and labor involved in fulfilling these requirements. Beam boxes shall be furnished by the Contractor. Beam boxes shall be as specified or as directed by the Engineer. Furnishing of beam
boxes will not be paid for as a separate contract pay item, and the costs thereof shall be included in such pay items as are provided in the proposal and contract. Beam boxes shall be
maintained by the Contractor without cost to the Owner. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 ] ] , J J .
,, 
DIVISION 2 -SITEWORR PAGE SECTION 02010 -SPECIAL PROVISIONS 02010-13 The test beams shall be tested at the age of 2 or 7 days in order to determine the flexural strength. Should the
average 2 or 7 day flexural strength value, as determined by the average of the last 10 flexural strength values obtained from test of beams made from concrete of the same water-cement
ratio, fail to meet the strength requirement, the Contractor shall modify the mix design to obtain additional strength in order to fulfill the requirements of our compressive strength
at 2 or 28 days. Should any set of test cylinders representing a given area where an individual test beam has failed to meet strength requirements, that area shall be considered to be
composed of concrete having deficient strength. The Engineer, at his option, may reject as non-representative any individual flexural strength value in each group of ten where strengths
more than 10 percent above or below the average for the group are indicated, and compute the average flexural strength on the basis of the remaining values. Article 360.5 SUBGRADE AND
FORMS, Subarticle (2) Placing and Removing Forms. Delete the third paragraph in its entirety and replace with the following: Forms shall be leveled using material approved by the Engineer.
Article 360.6 CONCRETE MIXING AND PLACING, Subarticle (1) Mixing Methods is voided and replaced by the following: The concrete shall be mixed in a mixer conforming to the requirements
of Subarticle 360.3 (4) of this item. Ready-mix concrete, conforming to the requirements of the Item, "Ready Mix Plants", shall be used for mixing concrete for pavement on this project.
Article 3 60.8 SPREADING AND FINISHING. Add the following paragraph. The Contractor shall take extra precaution to insure that the surface skidding or slipping resistance of the new
concrete is similar to ·that of the surrounding pavement. This will guard against the possible intiation of skidding action of a Vehicle. Failure to do so may require removal and replacement
of the new conrete pavement. Article 360.12 MEASUREMENT. Delete the second paragraph in its entirety. Article 360.13 PAYMENT. Delete the second and third paragraphs and replace with
the following: Payment will be made on concrete which has been completed and accepted as described in Article 360.12, as herein amended. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN
OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 2 -SITEWQRK PAGE 1SECTION 02010 -SPECIAL PROVISIONS 02010-14 Payment will be made only on that concrete which reaches the "l compressive strength specified within the 2 or 28
days, or if J any concrete is found to have strength values of less than the specified minimum strength then the adjustment as determined in other sections of these specifications shall
]apply. JSPECIAL PROVISION TO ITEM 440 -REINFOBClNG STEEL Article 440.8 MEASUREMENT and 440.9 PAYMENT. Delete entirely and insert the following: Reinforcing steel shall not be measured
separately for '1payment but shall be considered subsidiary to the item to Jwhich the work applies. SPECIAL PROVISION TO ITEM 464 -RElHFOBCED CONCRETE PIPE CULVERTS J (REFERENCE: NCTCOG
SPECIFICATIONS. ITEM 2.12) 1Article 464.3 CONSTRUCTION METHODS, (1) Excavation and (5) JBackfilling. Delete in their entirety and replace with the following: Excavation and backfilling
shall be in accordance with the requirements of the Special Provisions to Item 401, "Excavation and Backfill for Sewers." Article 464.5 PAYMENT. Revise the last paragraph with the following:
structural excavation and backfill will not be measured for separate payment, but will be considered included in the unit price bid for each respective size pipe. There will be no ,
extra compensation for excavating rock or other ; J incompressible materials. SPEClAL ITEM 482 -UNDERGROUND IRRIGATION SLEEVES PART 1 -GENERAL ,482.1.1 DESCRIPTION: Provide underground
irrigation sleeves at • locations as indicated on Drawings, or as required by the 􀁾􀁊􀀠Engineer. 482.1.2 REFERENCED STANDARDS: American Society for Testing and Materials: 1. ASTM -D2441
Poly (Vinyl Chloride) (PVC) Plastic pipe (DR-14, Class 200). 1 J 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 2 -SITEWORK PAGE SECTION 02010 -SPECIAL PROVISIONS 02010-15 2. ASTM -D2466 Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Socket Type, Schedule 40. 3. ASTM -D2564 Solvent
Cements For Poly (Vinyl Chloride) (PVC) Plastic Pipe and Fittings. PART 2 -MATERIALS 482.2.1 DEFINITIONS: A. Sleeve: A pipe within which another pipe for carrying water will be installed.
482.2.2 GENERAL: Polyvinyl Chloride Pipe (PVC): DR-14 Class 200, Manufactured in accordance with standards noted herein: A. Marketing and Identification: Permanently marked with SDR
number, ASTM standard number, and the NSF (National Sanitation Foundation) seal. B. Solvent: As recommended by manufacturer to make solventwelded joints. Thoroughly clean pipe and fittings
before applying solvent. PART 3 -EXECUTION 482.3.1 INSTALLATION: A. Coverage: Provide 12 inches cover over top of sleeve from finish grade. B. Sleeve Extensions: Extend sleeves one foot
past edge of pavement or concrete walls. Install a 90 degree long radius elbow on the largest largest sleeve end and add additional length of same size pipe to extend above finish grade
by 12 inches. Cap pipe ends using PVC caps. 482.3.2 BACKFILL: A. Compaction: Place backfill over sleeves in 6" lifts. Tamp firmly into place taking care not to damage sleeve. Complete
backfill and compaction to prevent future settlement. Compact to 85 percent Standard Proctor. B. Damage: Repair any damage resulting from improper compaction including pavement repair
and replacement. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 2 -SITEWORK PAGE SECTION 02010 -SPECIAL PROVISIONS 02010-16 PROVISION TO 􀁉􀁔􀁅􀁾􀀠502 -BARRICADES, SIGNS AND TRAFFIC HANDLING (REFERENCE: NCTCOG SPECIFICATIONS, ITEM 8.1) Article
502.3 MEASUREMENT and 502.4 PAYMENT. Delete both articles and replace with the following: The work and materials as prescribed by this item will not be paid for as a separate item, but
shall be considered as subsidary to the particular projects and items of work. SPECIAL PROVISION TO ITEM 662 -CONSTRUCTION PAVEMENT MARKINGS Article 662.2 MATERIALS. Delete the third
paragraph entirely. Add the following to the second paragraph. All markings shall be white or yellow, unless directed otherwise by the Engineer. All temporary detours shall be marked
with a yellow centerline stripe in accordance with the Texas Manual on Uniform Traffic Control Devices. All other requirements by the Texas Manual on Uniform Traffic control Deyices
shall be complied with in addition to the above requirement. Article 662.4 MEASUREMENT and Article 662.5 PAYMENT. Delete entirely and replace with the following: construction Pavement
Markings shall not be measured separately for payment but shall be considered subsidiary to the various items of work to which they apply. SPECIAL PROVISION TO ITEMS 674 AND 676 RAISED
PAVEMENT MARKER INSTALLATIONS Article 674.2 and 676.2 MATERIALS. Delete entirely and replace with the following: Markers -All markers shall be a glazed ceramic type and must be approved
by the Engineer. All markers as described herein shall be similar in design and function to Permark Brand manufactured by the American Clay Forming Plant of the Ferro Corp. Non-Reflective
White Marker shall be circular, approximately 4" in diameter by .75" high with a domed surface glazed white. The bottom surface shall not be glazed and may have a designed irregular
finish to aid bonding to the pavement (American Clay Designation P-7, or equal). Mono-Directional Reflective White Marker shall be either circular or oval approximately 4" in diameter
by .75" high with a glazed white surface finish. A single white "high 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433
], . ] --sJ J 
DiViSiON 2 -SiTEWORK PAGE SECTiON 02010 -SPECiAL PROViSiONS 02010-17 intensity" reflective rod shall be permanently el!1hedded in the surface facing essentially horizontal. (American
Clay Designation P-15 or P-15A, or equal) Mono-Directional Reflective White or Yellow Barrier Marker shall be circular, approximately 8" in diameter by 2.86" high with a glazed white
or yellow surface finish. A single white "high intensity" reflective rod shall be permanently embedded in the surface facing essentially horizontal. (American Clay Designation P-18-1
or equal) Bi-Directional Reflective Yellow Marker shall be of circular or oval design approximately 4" in diameter by .75" high with a glazed yellow surface finish. Two yellow "high
intensity" reflective rods shall be placed in opposing directions, permanently embedded in the surface facing essentially horizontal. (American Clay Designation P-l17 or equal) Non-Reflective
White Traffic Buttons shall be circular, approximately 8" in diameter by 2.86" high with a domed surface glazed white as specified per the plans. The bottom surface shall not be glazed
and may have a designed irregular finish to aid bonding to the pavement. (American Clay Designation P-lS-W or equal) Epoxy Adhesive Ceramic traffic markers shall be permanently affixed
to the pavement surface by means of epoxy resin adhesive. The epoxy shall be a two component compound of resin and hardener to be mixed immediately prior to installation. The allowable
type of epoxy adhesive shall conform to that specified by the state Department of Highways and Public Transportation for hand mix or machine mix epoxy adhesive. (Type II or III or II-M
or II-M respectively) Article 674.4 and 676.4 CONSTRUCTION METHODS. Add the following paragraphs: The Contractor shall install the required types of markers as described herein and shown
on the attached typical layout sketch. Skipped White Lane Line designation separation of lanes of the same direction of traffic shall be on a total cycle length of 40 feet with a 15
foot marking and 25 foot space. The lead marker of the pattern shall be a mono-reflective type as described herein with the reflective portion facing oncoming traffic. The remaining
3 markers shall be nonreflective as described herein. Interruption of the marking pattern shall occur at cross-street intersections as shown in the attached typical. 1990 MISCELLANEOUS
PAVEMENT IMPROVEMENTS -TOWN OF ADDiSON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 2 -SITEWORX PAGE ] SECTION 02010 -SPECIAL PROVrSIONS 02010-18 White Left Turn Lane Line designating separation of leftturn lane from through lanes. The marking shall be J continuous
with single reflective ceramic marker on 10-foot spacing. The continuous line shall be twenty feet shorter than the left-turn lane length. ] Double Yellow Centerline designates the separation
of lanes with traffic in opposing directions on an undivided 1 multiple-lane street. The marking shall be continuous J except for interruption a cross-streets. The marking shall consist
of two continuous parallel lines with 4-inch (.33 feet) lateral separation. The bi-directional reflective yellow markers for each line shall be placed 5 feet apart. 1Skipped Yellow Centerline
designates the separation of lanes Jwith traffic in opposing directions on a 2-lane undivided street. The marking shall be on a total cycle length of 40 feet with a 15 foot marking and
25 foot space. The 15 foot marking shall consist of 4 markers placed 5 feet apart. The marking shall be bi-directional reflective yellow markers. PAVEMENT PREPARATION ] The pavement
shall be prepared in such a manner as to insure ... 􀁾􀀠the best possible bonding of the marker to the pavement and in accordance with the epoxy marker manufacturer J recommendation.
END OF SECTION 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 '1 . i .., 
DIVISION 2 -SITEWORX PAGE SECTION 02100 -SITE PREPARATION 02100-1 PART 1 -GENERAL 1.1 CONDITIONS OF THE CONTRACT AND DIVISION 1 GENERAL REQUIREMENTS: Are hereby made a part of this section
1.2 SCOPE: Work in this section includes furnishing all labor, materials, equipment and services required for clearing and grubbing, removal and disposal of items as specified herein
and as shown on the plans. 1.3 RELATED WORK SPECIFIED ELSEWHERE: A. Earthwork: Refer to Section 02200. PART 2 -PRODUCTS 2.1 No products are required to execute this work, except as the
contractor may deem necessary. PART 3 -EXECUTION 3.1 CLEARING AND GRUBBING: Clearing and grubbing shall consist of removing all natural and artificial objectionable materials from the
project site or from areas of construction specified within the site. A. In general, clearing and grubbing shall be performed in advance of grading and earthwork operations and shall
be performed over the entire area of earthwork operations. B. All dead trees, logs, stumps, rubbish of any nature, and other surface debris shall be cleared. C. Ground covers of weeds,
grass, and other herbaceous vegetation shall be removed prior to stripping and stockpiling topsoil from areas of earthwork operations. such removal shall be accomplished by "blading"
off the uppermost layers of sod or rootmatted soil for removal. 3.2 TREES AND SHRUBS TO BE PRESERVED AND PROTECTED: Unless otherwise specified on the plans, trees shall not be cleared
(removed). A. The Contractor will protect trees from construction damage such as trunk impacts and scrapes I limb breakage, compaction of soil within the drip line, and other injurious
construction activities. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 2 -SITEWORK PAGE SECTION 02100 -SITE PREPARATION 02100-2 If necessary, the Owner may direct the Contractor, at the Contractor's expense, to erect protective stockades along
the drip lines of trees that the Owner considers vulnerable to damage. Such stockades shall be of eight (8') foot long x six (6") inch diameter posts vertically buried three (3') feet
deep at six (6') foot intervals along the drip line. B. Where grading or clearing and grubbing operations are to occur between trees that are to be preserved and protected, the Contractor
will prune the lower branches of those trees as necessary to prevent their breakage and to permit access by construction machinery. Branches will be cut off to the trunk or major limb
in a workmanlike manner. The engineer may direct that the Contractor remove additional branches in such a manner that the tree presents a balanced appearance. Scars will be treated with
a heavy coat of an approved tree sealant. 3.3 BACKFILLING: All holes, cavities, and depressions in in the ground caused by site preparation operation will be backfilled and tamped to
normal compaction and and will be graded to prevent ponding of water and to promote drainage. In areas that are to be immediately excavated, the Engineer may permit holes, etc., to remain
open. 3.4 DISPOSAL OF WASTE MATERIALS: Unless otherwise stated, materials generated by clearing, grubbing, removal, and demolition shall be known as "waste" or "spoils" and shall be
removed from the site and disposed of by the Contractor. Similar materials may be unearthed or generated by earthwork operations. Unless otherwise specified, any merchantable items become
the property of the Contractor. 3.5 MEASUREMENT AND PAYMENT: All work performed and measured as provided will not be paid for as a separate pay item, but shall be considered as subsidiary
to the work to which it applies. END OP SECTION 1 J 1 j J ] 1oJ '1 J C 1 ..' 1990 MISCELLANEOOS PAVEMENT IMPROVEMENTS -TOWN OP ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT
NO. 90433 
DIVISION 2 -SITEWORK PAGE SECTION 02200 -EARTHWORK 02200-1 PART 1 -GENERAL 1.1 CONDITIONS OF THE CONTRACT AND DIVISION 1 GENERAL REQUIREMENTS: Are hereby made a part of this section.
1. 2 SCOPE: Work in this section includes furnishing all labor, materials, equipment, and services required to construct, shape, and finish earthwork to the required lines, grades, and
cross sections as specified herein and on the plans. 1.3 RELATED WORK SPECIFIED ELSEWHERE: A. site Preparation: Refer to section 02100. B. Site Grading: Refer to Section 02210. PART
2 -PRODUCTS 2.1 UNCLASSIFIED EXCAVATION: Unclassified excavation shall consist of all excavation, unless separately designated, within the limits of the work. Unclassified excavation
includes all material encountered regardless of its nature or the manner in which it is to be excavated. 2.2 UNCLASSIFIED FILL: Unclassified fill shall consist of all fill within the
limits of the work. All suitable native materials removed in unclassified excavation, or similar imported materials, shall be used insofar as practicable as unclassified fill. Properly
deposited, conditioned, and compacted fill is hereinafter referred to as "earth embankment", or "fill material" • 2.3 TOPSOIL: Topsoil shall consist of an average depth of six (6") inches
of native surface soil left in place after the ground cover of herbaceous vegetation and other objectionable matter has been cleared by "blading," as specified in Section 02100, "site
Preparation." Topsoil may be greater or less than the upper six (6") inches in depth. However, it must be removable without contamination by the subsoil or substratum or other objectionable
matter that would render it as "unsuitable material" as described herein. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO.
90433 
DIVISION 2 -SITEWORK PAGE SECTION 02200 -EARTHWORK 02200-2 2.4 SELECT MATERIALS: ] Select materials shall be imported from offsite sources, unless they are available from areas on the
site, designated as unclassified fill. All backfill, designated as " select fill" should consist of material having a PI of 4 to 12. All "select fill" should be placed in 8" lifts at
plus to minus 3 percentage points of optimum moisture and compacted ]to a minimum of 95% Standard Proctor density, unless otherwise shown differently on the plans or specified elsewhere
in these specifications. 2.5 UNSUITABLE MATERIALS: Topsoil, select material, or unclassified fill will be declared as "unsuitable" by the Engineer if, in his opinion, any of the following
conditions or matter and particles are present to a degree that is judged detrimental proposed use of the material: Moisture. Decayed or undecayed vegetation. Hardpan clay, heavy clay,
or clay balls. Rubbish. Construction rubble. Sand or gravel. Rocks, cobbles, or boulders. cementious matter. Foreign matter of any kind. to the J Unsuitable materials will be disposed
of as "waste" as specified in section 02100. Wet Material: If fill material is unsatisfactory for use as embankment solely because of high moisture content, the Engineer may grant the
Contractor permission to process the material to reduce the moisture content to a usable optimum condition. PART 3 -EXECUTION 3.1 SITE PREPARATION: In general, "site Preparation," as
specified in section 02100, shall be performed in advance of grading and earthwork operations and shall be completed over the entire area of earthwork operations. 3.2 TOPSOIL: The removal
and storage of topsoil shall occur after site preparation is complete and before excavation and embankment construction begin. Likewise, topsoil will be replaced after excavation and
embankment construction are complete. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 :J 1 
DIVISION 2 -SITEWORK PAGE SECTION 02200 -EARTHWORK 02200-3 A. Removal: Topsoil shall be stripped to an average depth of six (6") inches in areas where excavation and embankment construction
are planned. Topsoil may be obtained from greater depths if it is uncontaminated by the substratum and it is of good quality, in the opinion of the Engineer. B. storage: Topsoil shall
be stored in stockpiles conveniently located to areas that will later receive the topsoil. stockpiles shall be out of the way of earthwork operations in locations approved by the OWner
or Engineer. stored topsoil shall be kept separate from other excavated materials and shall be protected from contamination by objectionable materials that would render it unsuitable.
C. Timing: Topsoil will not be replaced (deposited) until construction activities are complete that would otherwise create undesirable conditions in the topsoil such as overcompaction
or contamination. D. Replacement: Topsoil will be deposited in a single layer or lift. It will be placed, processed, compacted, and graded to leave a finished layer of topsoil not less
than six (6") inches in depth. Unless otherwise indicated, topsoil will be replaced over all areas of earthwork (including slopes), except where pavement is planned. E. Grading: Topsoil
will be final graded to the elevations shown on the plans. Fine grading will be accomplished with a weighted spike harrow, weighted drag, tractor box blade, light maintainer, or other
acceptable machinery. Grading operations and equipment will be such that topsoil does not become overcompacted. Bulldozer blades and front-end loader buckets are not acceptable devices
for topsoil grading operations. F. Acceptability: Finished areas of topsoil are satisfactory if they are true to grade, true in plane, even in gradient (slope), uniform in surface texture,
and of normal compaction. Areas of loose granular pockets or of overcompacted soils are not acceptable and will be reworked. Finished areas will promote surface drainage and will be
ready for grass planting. 3.3 UNCLASSIFIED EXCAVATION: All excavated areas shall be maintained in such condition as to assure proper drainage at all time, and ditches shall be constructed
and maintained to avoid damage to the areas under construction. 1990 MISCELL1I.:NEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433

DIVISION 2 -SITEWORK PAGE ] SECTION 02200 -EARTHWORK 02200-4 A. Surplus Material: Surplus excavation, or excess excavation, is that quantity of fill material that may be left over after
the grading plan is executed, and all earthwork operations, including excavation, embankment construction, topsoil replacement, and ]final grading, are completed. All surplus material
will be removed from the site, unless otherwise directed by the Engineer. ] 3.4 EARTH EMBANKMENT: Earth embankment is defined as embankment composed of ] suitable materials removed in
unclassified excavation and/or select fill. The construction of embankment includes preparing the area on which f ill is to be placed and the ]depositing, conditioning, and compaction
of fill material. A. General: Except as otherwise required by the plans, ]all embankment shall be constructed in layers approximately parallel to the finished grade of the graded area,
and each layer shall be so constructed as to provide a uniform slope as shown on the grading ]plan. plan. Embankments shall be constructed to correspond to the general shape of thetypical sections shown on the plans, and each section of the embankment shall be ]continuously maintained to its finished section and grade until the project is accepted. B. Preparation:
Prior to placing any embankment, all preparatory operations will have been completed on the excavation sources and areas over which the embankment is to be placed. Stump holes or other
small excavations in the limits of the embankments shall be backfilled with suitable material and thoroughly tamped by approved methods before commencing embankment construction. The
surface of the ground, including plowed, loosened ground, or surfaces roughened by small washes or otherwise, shall be restored to approximately its original slope by blading or other
methods, and, where indicated on the plans or required by the Engineer, the ground surface, thus prepared, shall be compacted by sprinkling and rolling. C. Scarification: The surface
of all areas and slopes over which fill are to be placed, shall be scarified to a depth of four (4") to six (6") inches to provide a bond between the surface and the embankment to be
constructed thereon. Scarification shall be -1 accomplished by plowing, discing, or other approved .. l means. The material that has been loosened shall be recompacted with the new embankment.
. ,': ,JD. Benching: Scarification is normally adequate for sloping surfaces. However, in certain cases where fill 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN,
INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 2 -SITEWORK PAGE SECTION 02200 -EARTHWORK 02200-5 is to be placed against hillsides or existing embankment with slopes greater than four to one (4:1) Engineer may direct Contractor
to key fill material to existing slopes by benching. A minimum of two (2') feet normal to the slope shall be removed and recompacted to insure that new work is constructed on a firm
foundation free of loose or disturbed material. E. Depositing: Fill material shall be placed in horizontal layers or lifts, evenly spread, not to exceed eight (8") inches in loose depth
before conditioning and compaction. Unless otherwise permitted, each layer of fill material shall cover the length and width of the area to be filled and shall be conditioned and compacted
before the next higher layer of fill is placed. Adequate drainage shall be maintained at all times. F. Watering: At the time of compaction, the moisture content of fill material shall
be such that the specified compaction will be obtained, and the fill will be firm, hard, and unyielding. Fill material which contains excessive moisture shall not be compacted until
it is dry enough to obtain the specified compaction. G. Compacting: Each layer of earth fill shall be compacted by approved tamping or sheepsfoot rollers, pneumatic tire rollers, or
other mechanical means acceptable to the Engineer. Hand directed compaction equipment shall be used in areas inaccessible to vehicular compactors. H. Grading: Embankments shall be constructed
in proper sequence and at proper densities for their respective functions. Accordingly, the upper layer of embankment shall be graded to within plus or minus 0.10 foot of the proper
subgrade elevation prior to depositing topsoil. 3.5 DENSITY CONTROL: A. Earth Embankment in General: Earth embankment shall be compacted to ninety-five (95%) percent of Standard AASHTO
Density with plus or minus three (3%) percent of optimum moisture content, unless otherwise shown on the plans or elsewhere in these specifications. 3.6 MOISTURE MAINTENANCE: The specified
moisture content shall be maintained in all embankments. After completion of the embankment, the Contractor shall prevent excessive loss of moisture in the embankment by sprinkling as
required. Loss of moisture in 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 2 -SITEWORK PAGE SECTION 02200 -EARTHWORK 02200-6 excess of two (2%) percent below optimum in the top twelve (12") inches of the fill will require that the top twelve (12")
inches of the embankment be scarified, wetted, and recompacted. 3.7 TESTING: spot field tests of embankment densities shall be required ]of the Contractor by the Owner or Engineer at
the place and time of their choosing. Any area not meeting density control requirements shall be immediately reworked, reconstructed, and retested, at the expense of the contractor,
until satisfactory results are obtained. Initial testing will be paid for by the Owner. ]Anticipated tests to be performed on fill material are: 1. Atterberg Limit Series ]2. Moisture-Density
Curves 3. Standard Proctor Density 3.8 MEASUREMENT AND PAYMENT: Unclassified excavation, unclassified fill, select fill, haul ing of materials, removal and storage of topsoil, disposal
of unsuitable materials, and embankment construction shall not be measured and paid for as a separate pay item, but shall be considered subsidiary to the item to which the work applies
and shall be included in the pay item, as applicable. 􀀭􀁾􀀠,..1END OF SECTION ;: .. ..: 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS
PROJECT NO. 90433 1 􀁾􀁪􀀠
DIVISION 2 -SITEWORK PAGE SECTION 02210 -SITE GRADING 02210-1 PART 1 -GENERAL 1.1 DESCRIPTION: A. The work to be performed under this section of the specifications consists of furnishing
all labor and equipment necessary to grade the areas to the finish grades and dimensions as shown on the plans, or as specified herein. B. Related Work: 1. section 02100 -site Preparation
2. section 02200 -Earthwork 1.2 QUALITY ASSURANCE: A. The Engineer shall be the sole and final judge of suitability of all materials and workmanship. B. Materials in question, pending
test results, shall not be used in the work. The Contractor shall remove all materials that fail to meet the requirements of the specifications. C. Fills, embankments, backfills, or
subgrades which do not meet the specification requirements shall be removed or recompacted until the requirements are satisfied. D. Upon completion of the work, the areas shall have
a uniform appearance and graded evenly throughout. Grades to be as shown on the plans. E. Backfilling and construction of fills and embankments during freezing weather shall not be done
except by permission of the Engineer. No backfill, fill, or embankment materials shall be installed on frozen surfaces, nor shall frozen materials, snow, or ice be placed in any backfill,
fill, or embankment. 1. 3 PROTECTION: A. Protection of Existing Improvements 1. Protection shall be provided to prevent damage to existing improvements indicated to remain in place on
the Owner's property and adjoining properties. 2. Damaged improvements shall be restored to their original condition, as acceptable to parties having jurisdiction. 1990 MISCELLANEOUS
PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 2 -SITEWQRK PAGE SECTION 02210 -SITE GRADING 02210-2 3. Land areas outside the limits of permanent work performed under this contract shall be preserved 1.·in their present
condition. The Contractor shall j confine his construction activities to areas defined for work on the Drawings. ]B. Protection of Existing utilities The Contractor shall verify all
existing utility locations either shown or not shown on the Drawings. ]-. 2. The Contractor shall immediately notify the Engineer and applicable utility company of any 􀁾􀀠damages to
existing utilities. ]3. Repairs to damaged utilities shall be made in accordance with the requirements of the applicable utility company at no extra cost to the contract amount. 4. The
Contractor shall coordinate with the Engineer and the applicable utility company for shutoff of or connection to active utilities. Existing utility services shall not be interrupted
except as authorized in writing by the Engineer. C. Protection of Work site: Barricades or other type protectors shall be provided to prevent unauthorized personnel from entering work
sites. PART 2 -PRODUCTS Not Used PART 3 -EXECUTION 3.1 EXCAVATION: A. Excavation, regardless of material encountered, shall be performed to the lines and grades indicated on the Drawings.
B. suitable excavated material shall be transported to and placed in fill areas within the limits of the work. Unsuitable material encountered within the limits of the work shall be
excavated below the grade shown and replaced with suitable material as directed by the Engineer. C. No material shall be deposited in a manner that may endanger a partly finished structure
by direct pressure or by overloading banks contiguous to the operations or that may otherwise be detrimental to the completed work. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF
ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 2 -SITEWORK PAGE SECTION 02210 -SITE GRADING 02210-3 3.2 BACKFILL ADJACENT TO STRUCTURES: A. Backfill adjacent to structures shall be placed and compacted uniformly in such
a manner as to prevent wedging action or eccentric loading upon or against the structures. B. During backfilling operations and in formation of embankments, equipment that will overload
the structure in passing over and compacting these fills shall not be used. 3.3 PREPARATION OF GROUND SURFACE FOR FILL: A. Areas upon which fills are to be placed shall be properly prepared
before the fill is started. B. When surfaces on which fills are to be placed do not meet the specified density requirements, the ground surface shall be broken up to a depth of 8 inches,
pulverized, and compacted to the specified density. C. When surfaces on which fills are to be placed do not meet the specified moisture content requirements, the ground shall be wetted,
aerated, or dried to the specific moisture content. D. When the subgrade is part fill and part excavation, the excavated portion shall be scarified to a depth of 8 inches and compacted
as specified for the adjacent fill. 3.4 FILL: A. Fills and embankments shall be constructed at the locations and to the lines and grades indicated on the Drawings. B. The material shall
be placed in successive horizontal layers of 8" to 12" in loose depth for the full width of the cross section, and compacted. 3.5 COMPACTION: A. Compaction shall be accompl ished by
sheep's-foot rollers, pneumatic-tired rollers, steel-wheeled rollers, or power-driven hand tampers well suited to the soil being compacted. Material shall be aerated or moistened to
maintain the required moisture content. B. Each layer shall be thoroughly compacted to 95 percent of the maximum density at recommended optimum moisture content, as determined by the
soils investigation report and recommendations. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 2 -SITEWORK PAGE SECTION 02210 -SITE GRADING 02210-4 3.6 FINISH GRADING: A. Excavated and filled sections, and adjacent transition areas, shall be uniformly smooth graded. The
finished 1surface shall be reasonably smooth, compacted, and free Jfrom irregular surface changes. B. The degree of finish shall be that ordinarily 1 obtainable from blade-grader operations,
except as j otherwise specified. C. Finished surfaces shall not vary more than 0.10 foot from the established grade and cross section and shall be free of depressed areas where water
would pond. -,J 3.7 MEASUREMENT AND PAYMENT: Unless otherwise stated, no separate payment shall be made for this item. It shall be considered subsidiary to the work for which it applies.
END OF SECTION 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 2 -SITEWORX PAGE SECTION 02220 -STRUCTURAL EXCAVATION, FILL AND BACKFILL 02220-1 PART 1 -GENERAL 1.1 DESCRIPTION: This section describes requirements for: A. The excavation
for all structures, backfilling around completed structures and the disposal of all excess excavated material. All operations required for the proper completion of the excavation work,
including sheeting1 shoring and bracing, dewatering of excavations and compaction of backfill are included. B. Trenching and backfilling for all pipes adjacent to, under, or a part of
structures. 1.2 RELATED WORK: A. Division 2 -site Work 1.3 REFERENCE STANDARDS: A. American society for Testing and Materials (ANSI/ASTMl. 1. ANSI/ASTM C 33 -Standard Specification for
Concrete Aggregate. 2. ANSI/ASTM C 40 -standard Test Method for Organic Impurities in Sands for Concrete. 3. ANSI/ASTM C 136 -Standard Test Method for Sieve or Screen Analysis of Fine
and Coarse Aggregate. 4. ANSI/ASTM C 150 -Standard Specification for Portland Cement. 5. ANSI/ASTM D 423 -Standard Test Method for Liquid Limit of Soil. 6. ANSI/ASTM D 424 -Standard
Test Method for Plastic Limit and Plasticity Index of Soils. 7. ANSI/ASTM D 698 -Standard Test Methods for Moisture-Density Relations of Soils and SoilAggregate Mixtures Using 5.5-lb.
(2.49-Kg) Rammer and l2-in. (305 mm) Drop. 8. ANSI/ASTM D 1557 -Standard Test Methods for Moisture-Density Relations of Soils and SoilAggregate Mixtures using 10-lb. (4.54-Kg) Rammer
and l8-in. (457 mm) Drop. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 2 -SITEWORK PAGE SECTION 02220 -STRYCTURAL EXCAVATION, PILL AND BACKFILL 02220-2 9. ANSI/ASTM D 2049 -Standard Test Method for Relative Density of Cohesionless Soils. 1.4 SUBMITTALS:
Submit in accordance with the requirements of the General conditions and Division 1 -General Requirements. A. Testing laboratory reports, as specified or required, to show compliance
with specifications for material from off-site locations. The specified tests shall be performed by a certified independent testing laboratory, approved by the Engineer and paid for
by the contractor. 1.5 PROTECTION OF FACILITIES: A. Before the start of excavation operations, adequately protect existing structures, utilities, trees, shrubs and other permanent objects.
Costs resulting from damage to permanent facilities due to negligence or lack of adequate protection will be charged to the Contractor. The contractor will also be charged for damage
to facilities scheduled for later removal or demolition if the damage sufficiently impairs proper operation to the extent that temporary replacement or repair is required. Prior to beginning
of the project, a joint inspection will be made by the Engineer and Contractor to determine the condition of any existing structures or other permanent objects. B. Provide surface drainage
during the period of construction to protect the work and to avoid ponding of water on adjoining property. C. The contractor shall conduct his operations in such fashion that trucks
and other vehicles do not create a dirt nuisance in the streets. The truck beds shall be sufficiently tight, and shall be loaded in such a manner that objectionable materials will not
be spilled onto the streets. Any dirt, mud, or other materials that are spilled onto the streets or deposited onto the streets by the tires of vehicles shall be promptly cleared away
by the Contractor. 1. 6 BLASTING: A. Blasting will not be permitted. 1.7 QUALITY ASSURANCE: A. A testing laboratory, as specified in Division 1 General Requirements, will perform compaction
tests on the compacted material. The Contractor shall cooperate 􀁾J '11J '1j ] J ] 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN Oli' ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS
PROJECT NO. 90433 'I , , 􀁾􀀠J 
DIVISION 2 -SITEWORK PAGE SECTION 02220 -STRUCTURAL EXCAVATION, PILL AND BACKPILL 02220-3 with the testing laboratory in performing these tests. The contractor shall notify the Engineer
at least 48 hours in advance of the time at which tests will be required. Any area failing to comply with the specifications shall be reworked as required to conform to the specifications.
B. Initial testing for work in this section will be random and at the discretion of the Engineer. Re-tests shall be required to be paid for by the contractor. 1.8 OBSERVATION OF EXCAVATIONS:
A. Notify the Engineer at least 48 hours prior to completion of any excavation so that the excavation may be observed. Do not place reinforcing steel or concrete in the excavation prior
to observation unless approval has been given to proceed without such observation. B. Notify the Engineer at least 48 hours prior to backfilling of pipe trenches. Do not begin backfilling
of pipe trenches until all pipe joints have been observed or consent has been given to backfill the trenches without such observation. 1.9 DEWATERING: A. The Contractor shall provide
and maintain adequate dewatering equipment to remove and dispose of all surface and ground water entering excavations, trenches, or other parts of the work. Each excavation shall be
kept dry during subgrade preparation and continually thereafter until the structure to be built, or the pipe to be installed therein, is completed to the extent that no damage from hydrostatic
pressure, flotation, or other cause will result. B. All excavations for concrete structures or trenches which extend down to or below ground water shall be dewatered by lowering and
keeping the ground water level beneath such excavations 12 inches or more below the bottom of the excavation. C. Surface water shall be diverted or otherwise prevented from entering
excavated areas or trenches to the greatest extent practicable without causing damage to adjacent property. D. The Contractor will be held responsible for the condition of any pipe or
or conduit which he may use for drainage purposes, and all such pipes or conduits shall be left clean and free of sediment. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON,
TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 2 -SITEWORK SECTION 02220 -STRUCTURAL EXCAVATION, FILL AND BACKFILL PAGE 02220-4 PART 2 -PRODUCTS 2.1 REGULAR NATIVE MATERIAL: A. Where no other material is specified or shown,
use suitable soils from the excavation. 00 not use peat or other organic matter, silt, muck, debris or similar materials. suitable soils shall be defined as excavated materials that
are capable of achieving the required level of compaction specified or shown for the location where it is to be used. 2.2 SELECT MATERIAL: A. Select Material (Clay) -Where select material
is shown or specified, use clayey sand or sandy clay, from an approved off-site source, free of roots, grass, trash or other organic material, having a plasticity index between 4 and
12, as determined by ASTM 0 424. Prior to bringing any of the proposed material to the site, submit, for review by the Engineer, an analysis of the proposed material including, but not
necessarily limited to, Atterberg Limits (ASTM 0 423 and ASTM 0 424) for clays or Grain Size Analysis (ASTM 0 422) for sands and gravels and a moisture-density relationship curve (ASTM
0 698) by a certified independent testing laboratory employed and paid by the Contractor. B. Select Material (Crushed Austin Chalk Limestone). This select backfill should consist of
excavated crushed Austin Chalk Limestone broken sufficiently so that all fragments are less than 6 inches in diameter prior to place in the backfill area. C. Select Material (Crushed
Limestone). Crushed limestone shall be chico limestone from the Bridgeport, Texas area. Granular fills shall be placed on suitably prepared subgrades and compacted. Granular fill material
shall be crushed stone free from dust, clay, or trash, and shall be graded to ASTM C33 Size No.3, aggregate. (Max. nominal size of 1 inch.) Where crushed stone fills are to be covered
with concrete, the top surface shall be graded to the required subgrade and covered with polyethylene film having a minimum thickness of 6 mils. o. Select Material -(Washed Gravel).
Washed gravel shall consist of hard durable gravel graded from 3/4 inch to No.4. The material shall be washed to remove any fines and shall not have any sharp edges so as to prevent
damage to the protective coatings of the barrels. 1 J 1 ,j ] ,.] 􀁾􀀠] 1990 MISCELLANEOOS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433,
,J 
DIVISION 2 -SITEWORK PAGE SECTION 02220 -STRUCTURAL EXCAVATION, FILL AND BACKFILL 02220-5 E. Select Material (Concrete) (For fill or thrust blocking) • conform to ASTM C-94. The compressive
strength of the concrete shall be at least 2000 psi and shall contain at least four (4) sacks of cement per cubic yard. F. select Material -(Sand). Where sand is specified or shown,
use reasonably clean bank sand from an approved source. The sand must be free from large lumps of clay, rubbish, organic matter or other deleterious substance, and having a plasticity
index of 12 or less. PART 3 -EXECUTION 3.1 PREPARATION: A. Prepare the construction site and area of excavation according to section 02100 -Site Preparation. 3.2 EXCAVATION: A. Excavation
work shall be unclassified and includes removal of all types of materials encountered without exception. Make excavations to lines and grades indicated on drawings. Complete excavations
within the tolerances specified. B. Excavate in such a manner to conform to the dimensions and elevations indicated on the drawings for each structure. Extend excavation a sufficient
distance from the walls to allow for placing and removal of forms, installation of piping, and for Engineer's observation of work. C. Excavation below Water Table. At all times maintain
a dewatered surface in all excavations to prevent softening of the subgrades and to prevent excessive settlement of the foundations. Undercut and excavate all soft materials found at
subgrade and replace with crushed stone, or concrete as directed by the Engineer at no additional cost to the Owner. D. Structures. (1) Wherever practicable, cut all excavations to neat
lines with a tolerance of minus 1 inch or plus 3 inches, and place concrete to bear against earth sides. (2) Excavate to the elevations shown on the drawings forming a level undisturbed
surface free of mud or other soft material. All excavations will be observed. Undercut and excavate to deeper levels 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS
GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
1 DIVISION 2 -SITEWORK PAGE SECTION 02220 -STRUCTURAL EXCAVATION, FILL AND BACKFILL 02220-6 when suitable foundation soils are not encountered at the planned depth. Remove all pockets
of soft or otherwise unstable material and replace with concrete or with suitable well-compacted material as directed by the Engineer, at no additional cost to the Owner. (3) Fill all
unauthorized excessive excavation with concrete at no change in the contract sum. (4) Protect all open excavations from rainfall or excessive drying so as to maintain the foundation
subgrade in a satisfactory, undisturbed condition. Keep excavations reasonably free of water at all times and completely free of water during placement of concrete. Soils below foundation,
which become soft, loose or otherwise unsatisfactory for support of the foundation as a result of inadequate excavation, dewatering or other construction methods shall be removed and
replaced with satisfactory material at the Contractor's expense. (5) Concrete shall be placed in foundation excavations the same day that excavation is completed to final grade. Base
of excavations left open for longer periods shall be protected by a seal slab of lean concrete or cement-stabilized sand furnished and placed at Contractor's expense. 3.3 SHEETING AND
SHORING: A. Except where banks are cut back on a stable slope, excavation for structures shall be properly and substantially sheeted, braced, and shored, as necessary, to prevent caving
or sliding, to provide protection for workmen and the work, and to provide protection for existing structures and facilities. Sheeting, bracing, and shoring shall be designed and built
to withstand all loads that might be caused by earth movement or pressure and shall be rigid, maintaining shape and position under all circumstances. B. In all cases, excavation shall
conform to the requirements of the Occupational Safety and Health Act of 1970. 3.4 BACKFILL: A. General 1. Do not begin backfilling until observation and review has been made from the
Engineer. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 '1J j J ] .J , I . 􀁾􀀠....􀁾􀀠j 
DIVISION 2 -SITEWORK PAGE SECTION 02220 -STRUCTURAL EXCAVATION, FILL AND BACKFILL 02220-7 2. Complete backfill to the surface of natural ground or to the lines and grades shown on drawings.
Use regular native material except where select materials are shown or specified. Deposit backfill in uniform layers and compact each layer as specified. B. structural Backfill 1. Place
backfill as promptly as practicable after completion of each structure or portion of a structure. Do not, however, place backfill against concrete walls or similar structures until concrete
has been cured at least 7 days. Where the top of walls are supported by slabs or intermediate walls, do not begin backfill operations until the slab or intermediate walls have been placed
and the concrete has cured for a minimum of 7 days. Remove concrete forms before starting backfill and remove shoring and bracing as the work progresses. Take care to prevent any wedging
action of backfill against the structure. step cut or serrate the slopes bounding bounding the excavation as required to prevent wedging. Compact backfill as specified below in sub-section
3.4-D C. Non-structural Backfill 1. All other backfill placed outside this area (assuming that no structure or piping will be placed thereon) may be either regular or select material
as specified on the plans deposited in layers not to exceed 8" in uncompacted thickness and mechanically compacted to at least 95 percent of maximum density at plus to minus 3% of optimum
moisture content as determined by ASTM D698. Compaction of backfill by rolling will be permitted provided the desired compaction is obtained and damage to the structure is prewented.
compaotion of baokfill by inundation with water will not be permitted. 2. The material shall contain no wood, grass, roots, broken concrete, stones, trash, or debris of any kind. 3.
No backfill shall be deposited or compacted in water. D. Compacting Backfill 1. Place material in uniform layers of prescribed maximum thickness and wet or dry the material to approximately
optimum moisture content. Compact 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DIVISION 2 -SITEWORK PAGE SECTION 02220 -STRUCTURAL EXCAVATION, FILL AND BACKFILL 02220-8 using mechanical means and methods able to consistently achieve the prescribed required density.
2. Regular and Select Material. Place in 8-inch 􀁭􀁡􀁸􀁾􀁭􀁵􀁭􀀠layers, loose measure. Compact to not less than 95 percent of maximum soil density at recommended optimum moisture content
as determined by ASTM D 698, and recommended in soils investigation report. 3. Sand Material. Place in 6-inch maximum layers, loose measure. Compact to not less than 95 percent of maximum
soil density at plus to minus 2% of optimum moisture content as determined by ASTM D 2049. END OF SECTION 1 j ] ] ] 􀁾􀀱􀀠,, .. i 1 j .. ,, . , . ,J 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS
-TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
DXVXSION 2 -SITEKORK PAGE SECTION 02510 -CQNCRETE WALKS 02510-1 PART 1 -GENERAL 1.1 SCOPE: A. Provide 4-inch-thick, 3000 psi @28 days, reinforced concrete sidewalks in conformity with
the lines, grades and details shown on drawings. Construct on an approved sand bed. All details shall be in accordance with the Town of Addison sidewalk ordinance, if different than
indicated this section. PART 2 -PRODUCTS 2.1 CONCRETE: Provide materials and proportions for concrete and reinforcing steel which conform to the applicable requirements of the section
on concrete. 2.2 EXPANSION JOINT FILLER: Preformed bituminous type conforming to ASTM D 994, having thickness of 3/4-inch unless otherwise shown on the drawings, or redwood boards, nominally
I" in thickness. 2.3 SAND BED: Obtain bank sand from an approved source. Use sand that is free from clay lumps, organic and other deleterious material, and having a plasticity index
of 12 or less. PART 3 -EXECUTION 3.1 PREPARATION: A. Subgrade. Excavate subgrade 6 inches beyond the outside lines of the sidewalk. Shape to the line, grade and cross section.Compact the subgrade to a minimum of 95% of maximum dry density per ASTM D698. B. Sand Bed. Immediately after subgrade is prepared, cover with a 2-inch-thick compacted sand bed. Place
concrete when sand is moist. C. Forms. Use wood or metal forms with the proper section. Select pieces which are straight, unwarped and nominally 4 inches deep. Securely stake forms to
line and grade and maintain in true position during concrete placement. 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433

DIVISION 2 -SITEWQRK PAGE SECTION 02510 -CONCRETE WALKS 02510-2 3.2 REINFORCEMENT: Install No. 3 reinforcing steel bars on 24-inch centers longitudinally and across the walk. Lay longitudinal
bars ,in walk continuously, except through expansion joints. .JiDuring concrete placement, see that reinforcement is in the " approximate center of the slab, by use of plastic "chairs".
]3.3 EXPANSION JOINTS: Provide 3/4-inch expansion joints along and across the sidewalk at intervals of 20 feet or less throughout the ]entire length of the sidewalk. Extend the expansion
joint filler the full depth of the slab and the entire width of the walk. ] 3.4 PLACING AND FINISHING: A. Placing. Place the concrete in forms to the specified ] depth and tamp thoroughly
with a "jitterbug" tamp to bring the mortar to the surface. B. Finishing. Strike off to a smooth finish with a wood strike board. Finish smoothly with a wood hand float. Brush across
the sidewalk lightly with a fine-haired brush. C. Tool Joints. Unless otherwise shown on drawings, mark off walks 1/4 inch deep, at spacing equal to the width . ,of the walk. Use a joint
tool as wide as an edging tool. Finish the edges with a tool having 1/4-inch radius. 3.5 CURING AND PROTECTION: Cover the sidewalk with burlap or suitable cotton mats. Keep the cover
wet for 48 hours after the burlap or mats are placed. Commence curing as soon as the concrete has hardened sufficiently to be unmarked by the method of curing. Instead of sprinkling,
membrane curing methods may be used. Protect sidewalks from traffic for 48 hours after pouring. .1 3.6 BACKFILLING: After the concrete has set sufficiently, refill the space along the
sides of the sidewalk to the top of the walk with ..,suitable material. Tamp until firm and solid. ., ., i:END OF SECTION 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS
GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
APPENDIX A DEFINITION OF TERMS 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
l PAGE APPENDIX A -PEFINITION OF TERMS APP-A-2 Wherever the words, forms or phrases defined herein or pronouns used in their place occur in these specifications, in the contract, in
the bonds, in the advertisement, or any other document or instrument herein contemplated, or to which these specifications apply or may apply, the intent and meaning shall be interpreted
as fOllows: Addenda. The Owner reserves the right to issue addenda to the Project Manual prior to accepting bids for the work. Such addenda shall be and are hereby made a part of these
specifications and contract Documents. Upon receipt of the addenda, the contractor shall acknowledge their receipt by listing the addenda and signing the appropriate spaces in the Proposal.
The failure of any bidder to receive any such addenda shall not relieve such bidder from any obligation under his bid as submitted. Advertisement. All of the legal publications pertaining
to the work contemplated or under contract. Approved Equal Substitutions. Several items in in the Technical specifications and on the plans are specified by a manufacturer's brand name
and catalog number followed by the phrase "or approved equal. If This is not intended to unduly restrict competitive procurement or bidding, but it is done to assure a minimum standard
of quality which the Engineer and Owner believe to be best for the item specified. If a contractor wishes for a substitute item to receive consideration as an "approved equal," the Contractor
and each item must meet the following requirements without exception: (l) An item to be considered as a substitute must meet the same SUbstantial specifications of materials, fabrication
or construction, dimension or size, shape, finish, performance standards, warranty or guarantee, and any other pertinent and salient features of quality as indicated in the manufacturer's
specifications for the original specified item. (2) A sample of the item, along with a written request for consideration, shop drawings, and written specifications, must have been received
by the Engineer a minimum of fourteen (14) days before the item is to be integrated into the project. The item will then be examined, and the Contractor will be notified in writing seven
(7) days later whether or not the item is an "approved equal." The Engineer, acting for the Owner, shall be the final judge of whether or not an item submitted for consideration qualifies
as an acceptable SUbstitute. (3) Under no circumstances will an item be given consideration as an "approved equal" substitute later than fourteen (14) days before item is to be integrated
into the project. After that date, all items will be constructed per the original 1990 MISCELLANEOOS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT
NO. 90433 'l, ] , J · ,, J · ,, · ,] 􀁾􀁪􀀠
PAGE APPENDIX A -DEFINITION OF TERMS APP-A-3 specifications. Likewise, unless certified as an "approved equal" per the time frame and requirements above, the successful contractor will
install all items per the original Plans and Specifications. Bidder. Any person, persons, partnership, company, firm, association, or corporation acting directly or through a duly authorized
representative contemplated. submitting a proposal for the work City. The Town of Addison, Texas, acting by and through (a) its governing body, or (b) its City Manager. Completion Time.
The work shall be completed within the number of working days.provided as part of the Bid Proposal. Contraot. The written agreement covering the performance of the work. The contract
includes the advertisement, proposal, specifications, including special provisions, plans or working drawings and any supplemental changes or agreements pertaining to the work or materials
therefor, bonds, and all P9rtions of the project manual. contraotor. The person, persons, partnership, company, firm association, or corporation entering into contract for the execution
of the work, acting directly or through a duly authorized representative. Fees and Permits. This Contractor shall be responsible for securing and paying for all permits, fees, bonds,
inspections, etc., as required by the Town of Addison, Texas. Intent of Plans and speoifioations. The Contractor shall complete all work as provided for in this contract, including plans,
drawings, and technical specifications. Anything mentioned in the Specifications and not shown on the drawings, or shown on the drawings and not mentioned in the specifications, shall
be included and shall be applicable. Marked-Up Drawings. The Contractor shall maintain a complete set of Contract Drawings in the field, upon which he is required to note in red, or
other clear manner, all deviations, final dimensions, and explanatory notes arising out of actual work installed or performed in the field, and showing all changes arising out of performance
of such work. Notes on these drawings shall indicate the installed locations and dimensioned clearances. A set of marked-up (as built) drawings shall be delivered by the Contractor to
the Engineer at the completion of the project. Measurements. Before ordering materials or doing any work, the Contractor shall in all cases verify measurements at the site or premises
and check same against the Drawings. No extra charge or compensation will be allowed on account of differences between 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS
GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
PAGE APPENDiX A -DEFiNiTiON OF TERMS APP-A-4 actual dimensions and measurements shown on the drawings. Any differences found shall be submitted to the Owner for resolution before proceeding
with the work. payment Bond. The approved form of security furnished by the contractor and his surety as a guaranty for the protection of all claimants supplying labor and material in
the prosecution of the work provided for in this 􀁣􀁯􀁮􀁴􀁲􀁡􀁣􀁴􀁾􀀠said security shall be in accordance with the provisions of Article 5160, Revised Civil statutes of Texas, as amended
by Acts of the Regular Session of the Legislature, 1959. Performance Bond. The approved form of security furnished by the contractor and his surety as a guarantee of good faith on the
part of the Contractor to execute the work in strict accordance with the plans, specifications and terms of the contract, and that the condition for the period of time required; said
security shall be in accordance with the provisions of Article 5160, Revised Civil statutes of of Texas, as amended by Acts of the Regular Session of the Legislature, 1959. Plan. Plans.
or Drawings. All the drawings pertaining to the contract and made a part thereof, including any supplementary drawings or addenda as the Engineer may issue in order to clarify other
drawings, or for the purpose of showing changes in the work hereinafter authorized, or for showing details not shown thereon. preconstruction Conference. Prior to commencement of the
work, the Contractor shall meet with the Owner and the Engineer to develop mutual understanding relative to compliance with this provision regarding the construction of the Work. proposal.
The written statement or statements duly filed with the City of the person, persons, 􀁰􀁡􀁲􀁴􀁾􀁥􀁲􀁳􀁨􀁩􀁰􀀬􀀠company, firm, association, or corporation 􀁰􀁲􀁯􀁰􀁯􀁳􀁾􀁮􀁧􀀠to do the
work contemplated, including the approved form on which the formal bids for the work are to be prepared. Proposal Guaranty or Bid Bond. The security designated in the advertisement and
proposal, to be furnished by each bidder as a guaranty of good faith to enter into a contract with the City and execute the required bonds for the work contemplated after the work is
awarded to him, and payment of damages upon his failure to enter into the contract. punch List. The Engineer , upon receipt of written notice that work is ready for final observation
will arrange to observe and shall observe for compliance of work with terms of the Contract Documents. During observation, the Engineer will prepare duplicate list of deficiencies noted,
as a matter of record, and will give one copy to Contractor for his use in correcting said deficiencies. 1 J ] ] 1 J ,, 1990 MiSCELLANEOUS PAVEMENT iMPROVEMENTS -TOWN OF ADDiSON, TEXAS
GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
PAGE APPENDIX A -DEFINITION OF TERMS APP-A-5 Delivery of such a "Punch List" to the contractor by the Engineer shall not be construed by the Contractor as an acceptance of work not performed,
nor as an acceptance of work not strictly conforming to contract Document requirements; nor shall such list be construed as limiting work remaining to be performed by the Contractor
for the project. special Provisions. The special clauses setting forth conditions or requirements peculiar to the specific project involved, supplementing the standard specifications,
and taking precedence over any conditions or requirements of the standard specifications with which they are in conflict. specifications. The directions, provisions, and 􀁲􀁥􀁱􀁵􀁩􀀮􀁲􀁾􀁥􀁮􀁴􀁳􀀠con
tained herein, together with the special prOV1Slons, supplemental hereto, pertaining to the method and manner of performing the work or to the qualities or quantities of the materials
to be furnished under the contract. sureties. The corporate bodies which are bound by such bonds as are required with and for the Contractor. Said sureties engaged to be responsible
for the entire and satisfactory fulfillment of the contract, and for any and all requirements as set out in the specifications, contract or plans. Temporary water. The Contractor shall
make arrangements to provide temporary water and shall pay all associated costs. The Work. All work, including the furnishing of labor, materials, tools, equipment, and incidentals,
to be performed by the Contractor under the terms of the contract. Working Day. A working day is defined as: a calendar day including Saturdays, Sundays, or legal holidays in which weather
or other conditions not under the control of the Contractor will permit the performance of the principal units of work underway for a continuous period of not less than 7 hours between
8 a.m. and 6 p.m. One day will be charged against the contract working time when weather conditions will permit 7 hours of work as delineated above. A principal unit of work shall be
that unit which controls the completion time of the contract. Nothing in this definition shall be construed as prohibiting the Contractor from working on Saturdays if he so desires and
has the approval of the Engineer. Work on Sundays will not be permitted (except in cases of extreme emergency and then only with the written permission of the Engineer). ENP OF APPENDIX
A 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
1 J 'lI J ] J " , 
APPENDIX B ORDINANCE NO. 085 -094 AND EXCAVATION ORDINANCE NO. 084 -051 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433

1j ] '1 J ] . , i >-.; ., ; . "J , 1 􀀺􀁾􀀠
APPENDIX B ORDINANCE NO. 085-094 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
] 1 -' "'1J :1 ] ] 
ORDINANCE NO. 􀁑􀁂􀁾􀀮􀀮􀀱􀀩􀀹􀀴􀀠AN 􀁏􀁒􀁄􀁉􀁾􀁁􀁎􀁃􀁾􀀠OF THE 􀁔􀁏􀁷􀁾􀀠OF ADDISON, TEXAS, AMENDING CHAPTER 16, 􀁄􀁉􀁖􀁉􀁓􀁉􀁏􀁾􀀮􀀲􀀠CDNSTRUCTION, OF THE CODE OF ORDINANCES OF THE
􀁔􀁏􀁷􀁾􀀠OF ADDISON, TEXAS, REGULATING THE 􀁏􀁐􀁅􀁾􀁉􀁎􀁇􀀠AND EXCAVATING OF STREETS, ALLEYS, S:DEWALKS, AND OTHER PUBLIC 􀁇􀁒􀁏􀁕􀁎􀁄􀁓􀁾􀀠REQUIRING A 􀁐􀁅􀁾􀁾􀁉􀁔􀀠THEREFOR AXD 􀁐􀁁􀁙􀁾􀁅􀁎􀁔􀀠OF
A FEE: IMPOSING REQUIREMENTS FOR THE PRCTSCTION OF LEE AND PROPERTY IN CONNECTION WITH EXC.:W;'T:ON WOR.!", INCLUDING TRAFFIC AND 􀁐􀁅􀁄􀁅􀁓􀀷􀁒􀁉􀀮􀁾􀀮􀀮􀀡􀀧􀀻􀀠SAFEGUARDS AND THE PROTECTION
OF UTILITIES AND OTHER PROPERTY; 'RS:;ULATDlG THE BA<3:-:ILLING AIm REStiRFr.C::,G OF EXCAVATI:::NS; PRESCRI3ING SURETY BOND AND INS;;;;"';!,C:: 􀁒􀁅􀁑􀁕􀁉􀁒􀁅􀁍􀁅􀁎􀁔􀁓􀁾􀀠PROVIDING
FOR PENALTIES; PROVIDING FOR 􀁒􀁅􀀿􀁅􀁁􀁾􀀻􀀠PRCV:DING FeR 􀁓􀁅􀁖􀁅􀁒􀁁􀁂􀁉􀁌􀁉􀁔􀁙􀁾􀀠AND DECLARING AN 􀁅􀁾􀁾􀁅􀁒􀁇􀁅􀁎􀁃􀁙. BE IT 􀁏􀁒􀁄􀁁􀀺􀁎􀁅􀁾􀀠BY THE CIty COUNCIL OF THE TOWN
OF ADDISON, TE-US: SECtION 1. That 􀁴􀁾􀁥􀀠Code of Ordinances of the 􀁔􀁣􀁾􀁾􀀠of Addison, Texas, is 􀁨􀁥􀁾􀁳􀁢􀁹􀀠amenoed to ameno Chapter 16, Di ';ision 2, 􀁴􀁾􀀠read as follows! DIVISION
2 CONSTRUCTION Sec. 16-==. Short Title. This Orainance sna ' be 􀁫􀁾􀁯􀁷􀁮􀀠and may be cited as 􀁴􀁾􀁥􀀠"Street Excavation Ordinance of 􀁴􀁾􀁥􀀠Town of Addison." -1
,,JSec. Hi-56. 􀁄􀁥􀁦􀁩􀁮􀁩􀁾􀁩􀁯􀁮􀁳􀀮􀀠For the pUr?0ses of this Ordinance, the f::lllcwing tsr:ns, phrases, words and their deri'lations shall have the meaniryg given herein. When
not incons!stent with the 􀁣􀁯􀁮􀁴􀁥􀁸􀁾􀀬􀀠words used in the present tense include the ] f"ut"Jrs, words in t!"1e plural number incl"ude t:-'e singular number, ]and words in t!1e singular
number include the plural nunDer. The word "shall" is always mandatory and not mersly 􀁤􀁩􀁲􀁥􀁣􀁾􀁯􀁲􀀺􀀺􀀻􀀮􀀠J A. 􀀢􀁁􀁰􀀹􀀱􀁾􀁣􀁡􀁮􀁴􀁴􀁲􀀠is any 􀁰􀁥􀁾􀁳􀁯􀁮􀀠making written applicsticn
􀁴􀁾􀀠􀁴􀁾􀁥􀀠Direc::G'r of St'!"eets for an exeaTJation 􀁰􀁥􀁾􀁩􀀡􀀮􀀠J ] B. "City" is the Town of Addison r-,· __ .... :􀁾􀀠􀁾"e:":7 Cct...:rlc:l" or "Ccunciln is '-_ ..... ---􀁴􀁾􀁥􀀠􀁔􀁾􀁾􀁾􀀠or
􀁁􀁣􀁤􀁾􀁳􀁣􀁲􀀮􀀮􀀠Cl D. 􀁕􀀸􀁩􀀮􀀽􀀲􀁣􀁾􀀺􀀺􀁲􀀠of St::-eets" is t:,e Direct:)r cf 􀁓􀁴􀀡􀀺􀀧􀁳􀁥􀁾􀁳􀀠of j the Tcwn of 􀁁􀁤􀁾􀁾􀀵􀁃􀁾􀀠or his designee. E. "Exce'la'::ion Work" is
t!1e excavation and other work ..􀁾􀀠􀁰􀁥􀁾􀁩􀁴􀁴􀁥􀁤􀀠unce::-an excavation 􀁰􀁥􀁥􀁾􀁩􀁴􀀠and reqwi=ed 􀁴􀁾􀀠be pe=" j 􀁦􀁣􀁾􀁥􀁣􀀠unde= 􀁴􀁾􀁩􀁳􀀠􀁏􀁲􀁤􀁩􀁾􀁡􀁮􀁣􀁥􀀮􀀠" , j F. nFer:nittee"
is any person who has been gr3.:-'.':2.s and j has i!1 f"Jll force and effect an excavation per:nit iSS;':2"::: 􀁨􀁥􀁲􀁾􀁵􀁮􀁤􀁥􀁲􀀮􀀠G. "PersonIt is any person, fio, partnershi?, assc􀁣􀀺􀁡􀁾􀁩􀁣􀁲�
�􀀬􀀠cor?oration, company or organization of any k:nc. H. 􀀢􀁓􀁴􀁲􀁥􀁥􀁴􀁾􀀠is any street, highway, sidewalk, alley, 􀁡􀁶􀁾􀁮􀁵􀁥􀀬􀀠cr ot:-'er public way or public 􀁧􀁲􀁾􀁵􀁮􀁤􀁳􀀠in
the 􀁃􀀺􀁾􀁹􀀮􀀠-2
I. "''';ark i:'lg Day" is any Monday, Tuesday, Wednescay, Thursday or 􀁆􀁾􀁩􀁤􀁡􀁹􀀠which is not a holiday obser7ed by the City. Sec. 16-57, Excavation Permit. It shall be unlawful for
any person to dig up, break, excavate, jack, bore, tunnel, under-m::'Ie or in any manner break up any street or to make or cause to be made any excavation in or under the sur:ace of
any street for any 􀁰􀁵􀁲􀁾􀀰􀀵􀁥􀀠or to place, deposit or leave upon any street any 􀁥􀁳􀁲􀁾􀁾􀀠or other excavated material or 􀁣􀁯􀁮􀁳􀁴􀁲􀁾􀁣􀁴􀁩􀁯􀁮􀀠􀁭􀁡􀁴􀁥􀁾􀁩􀁡􀁬􀀠􀁯􀁢􀀵􀁴􀁾􀁊􀁣􀁴􀁩􀁮􀁾􀀠or
􀁴􀁥􀀺􀀧􀁬􀁣􀀺􀀺􀀧􀁉􀁾􀀠to interfere with the free use of the street, unless such person shall first have obtained a:'l 􀁥􀁘􀀽􀁾􀀷􀁡, ticn 􀁰􀁥􀁾􀁩􀁾􀀠􀁴􀁾􀁥􀁲􀁥􀁦􀁾􀁲􀀠􀁦􀁾􀁾􀁭􀀠􀁴􀁾􀁥􀀠Director
of Streets. Sec. 16-58. Annlicaticn. No excavation 􀁰􀁥􀁾􀁩􀁴􀀠shal: te 􀁩􀁳􀁳􀁵􀁥􀁾􀀠anI@ss a 􀁷􀁲􀁾􀁾􀁴􀁥􀁮􀀠ap;lication for the issuance of 􀁡􀁾􀀠ex:s􀁶􀁡􀁾􀀺􀁯􀁮􀀠􀁰􀁥􀁾􀁩􀁴􀀠is
􀁳􀁾􀁴􀁭􀁩􀁴􀁴􀀽􀁤􀀠􀁴􀁾􀀠􀁴􀁾􀁥􀀠Director of Streets. 􀁔􀁾􀁥􀀠writter: applicat:'on shae.l s::ate the name and address of the applicant, the nature, location and purpose of the excavat:on,
the date of 􀁃􀁏􀁍􀁾􀁥􀁮􀁣􀁥􀁾􀁥􀁲􀀺􀁴􀀠and date of completion of the excavation, and other daca as may reasonably be required by the 􀁄􀁩􀁲􀁳􀁣􀁾􀁯􀁲􀀠of Streets. The application shall
be 􀁡􀁣􀁣􀁯􀁾􀁰􀁡􀁮􀁩􀁥􀁤􀀠by plans showing the extent of the proposed excavation work, the dimensions and ele'!at::'cns of both the exist:ng ground prior to said excavation and c; the
proposed excavated 􀁳􀁾􀁲􀁦􀁡􀁣􀁥􀁳􀀬􀀠the location of the excavation work, and such 􀁯􀁴􀁨􀁥􀁾􀀠infor.nation as may be prescribed by the Director of Streets. No application shale. be
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accept2d by 􀁴􀁾􀁥􀀠􀁄􀁩􀁲􀁾􀁣􀁴􀁯􀁲􀀠of 􀁓􀁴􀁾􀁥􀁥􀁴􀀳􀀠mere 􀁴􀁾􀁡􀁮􀀠ten (!O) 􀁷􀁣􀁲􀁫􀁾􀁮􀁾􀀠days prior to date of commencement. Seo. 16-59. 􀁅􀁸􀁣􀁡􀁶􀁡􀁾􀁩􀁇􀁮􀀠􀁐􀁥􀁾􀁩􀁴􀀠Fees.
A 􀁰􀁥􀁾􀁩􀁴􀀠fee 􀁳􀁨􀁡􀁬􀁾􀀠be 1􀁣􀁾􀁡􀁲􀁾􀁥􀁤􀀠by 􀁴􀁾􀁥􀀠Direotor of Streets for 􀁴􀁾􀁥􀀠issuance of an excava-j tion 􀁰􀁥􀁾􀁩􀁴􀀠􀁷􀁨􀁩􀁣􀁾􀀠shall be 􀁩􀁾􀀠addition to all other
fees for per-Jmits or charges relative 􀁴􀁾􀀠any propcsed 􀁣􀁾􀁮􀁳􀁴􀁾􀁵􀁣􀁴􀁩􀁯􀁮􀀠work. The excavation 􀁰􀁥􀁾􀁩􀁴􀀠fee s::a12. be in an amoun;: of Ten and nc/:OO ] Dollars (510.00).
'1 Sec. 16-60. Revoc:=t.:cn of 􀁐􀁥􀀺􀀺􀁮􀁩􀀮􀁾􀀮􀀠The Di=ect:::r of St:-eets J may re'loke 􀁴􀁾􀁥􀀠􀁰􀁥􀁾􀁩􀁴􀀠issued hereunder upon 􀁴􀁾􀁥􀀠fol2.ow::-:<:; gro"Jnds: 1. f3.'ill..lre
of Pe!:"::lit-::ee t:::J start excavaticn 􀂷􀁎􀀭􀀺􀁾􀀭􀀺􀀠cr. 􀁴􀁾􀁥􀀠commission date provided for in the applica=:=:-: diligently 􀁾􀁯􀀠􀁳􀁵􀁣􀁾􀀠wcrk 􀁡􀁦􀁾􀁥􀁾􀀠􀁢􀁥􀁧􀁩􀁾􀁮􀁩􀁾􀁾􀀮􀀠2.
􀁶􀀺􀁯􀁬􀁡􀁾􀁩􀁯􀁮􀀠ar.y 􀁴􀁥􀁾􀁳􀀠or provis:cns of 􀁴􀁾􀁾􀁳􀀠 Orcinance. 3. giving fa:'se infor:nation upon the 􀁡􀁰􀁰􀁬􀁩􀁣􀁡􀁴􀁩􀁣􀁾􀀢􀀮􀀠4. 􀁣􀁾􀁡􀁮􀁧􀁩ng of subcontrac-:.ors respons
ijIe for t 􀁾􀁥􀀠c 􀁾􀀬,excavation work. .J Sec. 16-61. Excavation Placard. The Director of 􀁓􀁾􀁾􀁾􀁥􀁴􀁳􀀠shall 􀁾􀁲􀁯􀁶􀁩􀁤􀁥􀀠􀁥􀁡􀁣􀁾􀀠per:nittee at the time a per:nit is iss"..:e"
hereunder a s:.:itable placard plainly written or 􀁰􀁲􀁩􀁾􀁴􀁥􀁣􀀠􀁩􀁾􀀠English letters at least one 􀁩􀁾􀁣􀁾􀀠high 􀁷􀁩􀁴􀁾􀀠the 􀁦􀁯􀁬􀁬􀁣􀁷􀀺􀁾􀀼􀀻􀀻􀀠notice: n"Town of Addison 􀁐􀀹􀁾􀁩􀁴􀀠Ne.
and in 􀁴􀁾􀁥􀀠first blank space 􀁴􀁾􀁥􀁲􀁥􀀠shall be 􀁩􀁮􀁳􀁥􀁾􀀭􀀺􀀺􀁥􀁳􀀠􀁴􀁾􀁥􀀠nunbe= -4
of said per:nit ano after work "expires" shall be stated t!ie date when said per:nit expires. It shall be the duty of any per:nittee hereunder to keep t!ie placard posted in a conspicuous
place at 􀁴􀁾􀁥􀀠site of t!ie excavation work. It shall be unlawful 􀁦􀁾􀁲􀀠any person to 􀁥􀁸􀁨􀁩􀁾􀁩􀁾􀀠such placard at or about any excavation nct covered by such 􀁰􀁥􀁾􀁩􀁴􀁴􀀠or
to misrepresent the number of t!ie permit or the date of expiration of the 􀁰􀁥􀁾􀁩􀁴􀀮􀀠Sec. 16-6:. Suret"! Bond. Before an excavation per:nit as 􀁨􀁥􀁲􀁥􀁾􀁮􀀠prcvided is issued, t!ie
applicant shall deposit wit!i the Director of Str:9cS a surety bond in the amcunt of S25,000.00 payable to t!ie C::7. T!ie Director of Streets shall have sole 􀁤􀁩􀁳􀁣􀁾􀁥􀁴􀀡􀁣􀁾􀀠􀁾􀁾􀁡􀁣􀀠􀁴􀁾􀁥􀀠
proscribed amount would be 􀁵􀁮􀁲􀁥􀁡􀁳􀁾􀁾􀁡􀁢􀁬􀁥􀀠i:1 t:'e l:';h t c -: t::'e s 􀁣􀁾􀁧􀁥􀀠c:lC cost cf t:te work. T!ie required surety bond must be: A. 􀁗􀁾􀁾􀁾􀀠geed and sufficient
surety; B. Ey a s·urety c"3mpany aut!iorized to transac-:: ):;;.:s:'ness C. Sacisfac-::ory to the City Attorney in 􀁦􀁯􀁲􀁾􀀠anc S',Jcst:.ance; D. C"3nditioned upon the 􀁰􀁥􀁾􀁩􀁴􀁴􀁥􀁥􀀧􀁳􀀠complian
ce with this 􀁏􀁲􀁪􀀺􀀧􀁾􀁡􀁮􀁣􀁥􀀠and t"3 􀁳􀁥􀁣􀁾􀁲􀁥􀀠and hold the City and its officers 􀁨􀁡􀁾􀁬􀁾􀀵􀁓􀀠􀁡􀁧􀁣􀁩􀁾􀁳􀁾􀀠any and all claims, judgments, or 􀁯􀁴􀁾􀁥􀁲􀀠C:::S1:S arising
f=om the excavation and other work cove=5·;: 􀁾􀀡􀀠the e:(ca'!ation per:nit or for which the Ci t1 t the -5
.;: .J< 􀁃􀁩􀁾􀀱􀀠􀁃􀁯􀁵􀁮􀁣􀁾􀁬􀀠or any 􀁣􀁩􀁾􀁹􀀠officer may be mace liable by reason of any accident or injurj to persons or 􀁰􀁲􀁯􀁰􀁥􀁲􀁾􀁬􀀠􀁴􀁾􀁲􀁯􀁵􀁧􀁨􀀠􀁴􀁾􀁥􀀠fault of 􀁴􀁾􀁥􀀠􀁰􀁥􀁾􀁩􀁴􀁴
􀁥􀁥􀀠􀁥􀁩􀁴􀁾􀁥􀁲􀀠in not properly , guarding 􀁴􀁾􀁥􀀠excavation or for any 􀁯􀁴􀁾􀁥􀁲􀀠injurj resulting J fr::>m the negligence of 􀁴􀁾􀁥􀀠􀁰􀁥􀁾􀁩􀁴􀁴􀁥􀁥􀀬􀀠and f·..Jrther conditioned
to fill up. 􀁲􀁥􀁳􀁾􀁯􀁲􀁥􀀠and place in gocc and safe condition as near as may be to its original concition, and to the satisfaction cf 􀁴􀁾􀁥􀀠Director of Streets, all openings ]􀁡􀁾􀁣􀀠excavaticns
made 􀁩􀁾􀀠streets, and to 􀁭􀁡􀁩􀁾􀁴􀁡􀁩􀁮􀀠any 􀀵􀁴􀁾􀁥􀁥􀁴􀀠where 􀁥􀁸􀁣􀁡􀁶􀁡􀁾􀁩􀁥􀁮􀀠is made in as good 􀁣􀁯􀁮􀁤􀁩􀁾􀁩􀁯􀁮􀀠for the period of twelve (12) 􀁭􀁥􀁮􀁴􀁾􀁳􀀠after said
work shall have 􀁢􀁥􀁥􀁾􀀠done was 􀁩􀁾􀀠􀁢􀁥􀁾􀁯􀁲􀁥􀀠􀁳􀁡􀁾􀁤􀀠wcrk shall have been 􀁾􀁣􀁮􀁥􀀮􀀠Any 􀁳􀁥􀁾􀁾􀁬􀁥. ,􀁭􀁣􀁮􀁴􀁾􀀠􀁰􀁥􀁾􀀺􀁣􀁣􀀠shall be deemed c8nclusive evidence cf
ce=ec-) l 1 tive 􀁢􀁡􀁣􀁫􀀭􀀺􀁩􀁬􀁬􀁩􀁾􀁾􀀠ty 􀁴􀁾􀁥􀀠􀁰􀁥􀁾􀁩􀁴􀁴􀁥􀁾􀁾􀀠􀁎􀁯􀁴􀁾􀁩􀁮􀁧􀀠􀁨􀁥􀁾􀁥􀀺􀁮􀀠􀁣􀁾􀁮tained shall be COl"!st:-·.led to r9quire the pe!:':'ni ttee 􀁴􀁾􀀠 mai:1tain
any repairs to pavement made by the Cit:! i: SiJc:-t ., jrepairs should prove defective. Any owner of real 􀁥􀁳􀁾􀁡􀁴􀁥􀀠J repairing or engaging another to repair his own sice',;a':'k
shall not be requirec to give such bond. Recovery on such bend for any injurj or accident shall not exhaust 􀁴􀁾􀁥􀀠bond but it shall in its entirety cover any or all future accidents
or injuries during the excavation 􀁷􀁣􀁾􀁫􀀠for which it is 􀁾􀀠In 􀁴􀁾􀁥􀀠event of any suit or claim against 􀁴􀁾􀁥􀀠City -6
by 􀁲􀁾􀁡􀁓􀁑􀁮􀀠of 􀁴􀁾􀁥􀀠negligence or default of the 􀁰􀁥􀁾􀁩􀁴􀁴􀁥􀁥􀀬􀀠upon 􀁴􀁾􀁥􀀠Ci ':1 1 5 g i "l'!.ng written notice to the 􀁰􀁥􀁾􀁩ttee of such s\.lit or claim, any final
judgment against the Cit1 requiring it 􀁴􀁾􀀠pay for such damage shall be conclusive upon the pe=ittee and his surety. An annual bond may be gi'len uneer this provision which shall remain
in force fer ene year conditicned as above, in the amount specifieQ abeve ane in ether respects as specified above but applicable as to a:l excavaticn 􀁷􀁯􀁲􀁾􀀠in streets by the principal
􀁩􀁾􀀠􀀵􀁕􀁃􀁾􀀠bend during the te= of one year from said date. Sec. 16-63. Routine of Traffic. The per:nittee 􀁳􀁨􀁡􀁾􀀺􀀠take exc3vaticn work, traf!ic 􀁣􀁾􀁮􀁾􀁾􀀽􀁩􀁣􀁮􀁳􀀠as nearly
􀁮􀁯􀁲􀁾􀁡􀁬􀀠as 􀁾􀁾􀁾􀀽inconveniencg as pcssij:e to 􀁴􀁾􀁥􀀠􀁯􀁣􀀽􀁾􀁰􀁡􀁮􀁴􀁳􀀠of the 􀁡􀁢􀁵􀁴􀁴􀁩􀁮􀁾􀀠􀁰􀁲􀁾􀁰􀁥􀁲􀁾􀁹􀀠􀁡􀁾􀁤􀀠to 􀁴􀁾􀁥􀀠general 􀁰􀁵􀁴􀁬􀁾􀁣􀀬􀀠provided that
the Directcr c! 􀁓􀁴􀁲􀁾􀁥􀁴􀁳􀀠may 􀁰􀁥􀁾􀁩􀁴􀀠􀁴􀁾􀁥􀀠clcs:n; of 􀁳􀁾􀀽􀁥􀁥􀁴􀁳􀀠to all traf:ic 􀁦􀁾􀁲􀀠a period of time prescribed 􀁾􀁹􀀠him if in his opinion it is necessarj_ No
􀁩􀁾􀁴􀁥􀁲􀁦􀁥􀁲􀁥􀁮􀁣􀁥􀀠􀁷􀁩􀁴􀁾􀀠traf:ic flew on cit1 􀁳􀁾􀁾􀁾􀁾􀁾􀁳􀀠shall be per:Llit':.ed 􀁤􀂷􀁵􀀮􀁲􀁩􀁮􀁾􀀠􀁴􀁾􀁥􀀠hours of 6:30 a .. m. to 9:38 a.::: .. 􀁡􀁲􀁾􀁣􀀠3:30 p.m. 􀁴􀁾􀀠6:30
p.m., MoncQYs 􀁴􀁨􀁲􀁾􀁵􀁧􀁨􀀠Fridays. Emer;eney clcsures durin; 􀁴􀁾􀁥􀁳􀁥􀀠hours shall be with the approval of the 􀁄􀁩􀁲􀁥􀁣􀁾􀁾􀁲􀀠of Streets. The 􀁰􀀶􀁾􀁩􀁴􀁴􀁥􀁥􀀠shall route and
ccntr=! trsffie including its own 􀁶􀁥􀁨􀁾􀁣􀁬􀁥􀁳􀀠as directed by the Police De;;>ar;::nent. -7
, j 􀁔􀁾􀁥􀀠􀁦􀁯􀁬􀁬􀁣􀁷􀁾􀁾􀁧􀀠ste95 􀁳􀁾􀁡􀁾􀁬􀀠be taken 􀁢􀁥􀁦􀁾􀁲􀀻􀀠any st=eet may be clcsed or 􀁲􀁥􀁳􀁴􀁾􀀺􀁣􀁾􀁥􀁾􀀠􀁴􀁾􀀠traffic: A. 􀁔􀁾􀁥􀀠􀁰􀁥􀁲􀁾􀁩􀀽􀀺􀁥􀁥􀀠must receive
􀁴􀁾􀁥􀀠approval of 􀁴􀁾􀁥􀀠]􀁄􀁩􀁲􀀹􀁣􀁾􀁯􀁲􀀠cf Streets 􀁡􀀿􀁾􀀠􀁴􀁾􀁥􀀠Police 􀁄􀁥􀁰􀁡􀁲􀁴􀁾􀁥􀁮􀁴􀀠therefor; B. 􀁔􀁾􀁥􀀠􀁰􀁥􀁲􀁾􀁩􀁴􀁴􀁥􀁥􀀠must notify the Chief of the 􀁆􀁩􀁲􀁾􀀠1
j 􀁄􀁥􀀿􀁡􀁲􀁾􀁾􀁥􀁾􀁴􀀠cf any street so closec; c. Upcr. completion of 􀁣􀁾􀁮􀁳􀁴􀁾􀁷􀁣􀁾􀁩􀁣􀁮􀀠wcrk, tje 􀁰􀁥􀁾􀁩􀁾􀁴􀁥􀁥􀀠shall ncti!y tje 􀁄􀁩􀁲􀁥􀁣􀁾􀁯􀁲􀀠of Streets, Fire 􀁄􀁥􀁰􀁡􀁲􀁾􀁾􀁥􀁮􀁴�
�and 􀁴􀁾􀁥􀀠Pelice 􀁄􀁥􀀻􀁡􀁲􀁴􀁾􀁥􀁮􀁴􀀠􀁢􀁥􀁦􀁾􀁲􀁥􀀠traf!ic is moved back 􀁴􀁾􀀠its nor:nal flew s:: 􀁴􀁾􀁡􀁴􀀠any necessary adjust:nents may be rr.a.ce; ] D. Where 􀁦􀀱􀁡􀀻􀁾􀁥􀁾􀀠are
deemed necessary by 􀁴􀁾􀁥􀀠􀁄􀁾􀁲􀁥􀁣􀀺􀀺􀁲􀀠... --....... ,􀁾􀀺􀀮􀀮􀀮􀀮􀀮􀁾cwn expenS2 .. w __ .• t:-tE 􀁾􀀺􀀮􀀠􀁰􀀰􀀵􀁳􀁩􀁾􀁬􀁥.. wcu!6 net te 􀁦􀁥􀁡􀀡􀀡􀁾􀀠the 􀁄􀁩􀁾􀀹􀁣􀁴􀁾􀁲􀀠cf
Streets 􀁾􀀺􀁾􀁬􀀠af ex:st:ng highways designated as detours 􀁷􀁩􀁴􀁾􀁡􀁵􀁴􀀠􀁥􀁸􀀻􀀻􀁥􀁾􀁳􀁥􀀠 tc 􀁴􀁾􀁥􀀠􀁰􀁥􀁾􀀻􀀺􀁾􀁾􀁥􀁥􀁦􀀠􀁢􀁵􀁾􀀠in case 􀁴􀁨􀁥􀁾􀁥􀀠􀁡􀁾􀁥􀀠no 􀁥􀁸􀁩􀁳􀁴􀁩􀁾􀁾􀀠􀁴􀀺􀀻􀁾ways,
the 􀁰􀁡􀁾􀁩t..:.ee shall const:::."'"Jct a2..l detours at i:.s 􀁥􀁸􀁾􀁥􀁮􀁳􀁥􀀠anc 􀁩􀁾􀀠􀁣􀁾􀁮􀂣􀀽􀁾􀁩􀁴􀁹􀀠􀁷􀁩􀁴􀁾􀀠􀁴􀁾􀁥􀀠speci£ications 0= 􀁴􀁾􀁥􀀠 Director of Street3* The per.nittee
will be 􀁲􀁥􀁳􀁰􀁣􀁮􀁳􀁩􀁾􀁾􀁥􀀠for anv unnecess 􀁤􀁡􀁾􀁡􀁾􀁥􀀠as may be 􀁤􀁥􀁴􀁥􀁾􀁩􀁮􀁥􀁣􀀠􀁩􀁾􀀠􀁴􀁾􀁥􀀠􀁄􀁩􀁾􀁥􀁣􀁾􀁯􀁲 -. of Street's sole discration c3used 􀁴􀁾􀀠any highways by
􀁴􀁾􀁥􀀠􀁯􀀿􀁥􀁾􀁡􀁴􀁩􀁯􀁮􀀠of its equipment. Sec. 16-6';. . 1 .. -8
work shall be 􀁰􀁥􀁾􀁾􀁯􀁲􀁾􀁥􀁤􀀠􀁡􀁮􀁾􀀠conducted 50 as not to 􀁩􀁮􀁴􀁥􀁲􀁾􀁥􀁲􀀮􀀠with access to f ire stations and fire hydrants. Materials or oOs::'::'.lCtions shall not be placed
􀁾􀁩􀁴􀁨􀁩􀁮􀀠15 feet of fire hydrants. P;sssage',/ays leading to fir,e escapes or fire-fighting equipmeClt shall be kept free of excavated material or other obstrJct:'ons. 􀁓􀀲􀁾􀀮􀀠16-65.
􀁐􀁾􀁾􀁴􀁥􀁣􀁾􀀺􀁯􀁮􀀠of 􀁔􀁾􀁡􀀺􀀺􀁩􀁣􀀮􀀠The 􀁰􀁥􀁾􀁩􀁴􀁴􀁥􀁥􀀠shc!l erect and maintain s'yitable timber barriers to confine 􀁥􀀢􀁲􀁴􀁾􀀠from trenches or 􀁯􀁴􀁾􀁥􀁲􀀠exc=vations in
order to encroach upon st=eets as li::.tle as poss:;:'le. The pe':'-:nittee shall const:::'.lct and maintain 􀁡􀁤􀁥􀁾􀁵􀁡􀁴􀁥􀀠anc safe c=ossings over excavations and 􀁡􀁃􀀽􀁾􀁅􀁓􀀠streets
unce= 􀁩􀁾􀁰􀁲􀁯􀁶􀁥􀁾􀁥􀁮􀁴􀀠􀁴􀁾􀀠􀁡􀁣􀁾􀁯􀁭􀁭􀁯􀁤􀁡􀁴􀀽􀀠􀁶􀁥􀁨􀁩􀁣􀁾􀁬􀁡􀁾􀀠anc 􀁣􀁾􀁯􀁳􀁳􀁩􀁾􀁧􀁳􀀠shall be 􀁣􀁯􀁮􀁳􀁴􀀽􀁾􀁣􀁾􀁥􀁤􀀠and maintained of plank, 􀁴􀁩􀁾􀁾􀁥􀁲􀁳􀀠􀁳􀁡􀀺􀁥􀀺􀁾􀀮􀀠􀁄􀁥�
�􀁫􀀺􀁾􀁧􀀠􀁳􀁾􀀲􀀺􀀱􀀠be not leSE 􀁴􀁾􀁡􀁮􀀠four inches 􀁴􀁾􀁩􀁣􀁫􀀠􀁡􀁾􀁣􀀠􀀠shall be sec'.lre.l:t 􀁦􀁡􀁳􀁴􀁥􀁾􀁥􀁤􀀠togetne::.-􀁷􀁩􀁴􀁾􀀠heavy wire anc sta;:les. Pecestrian 􀁣􀀽􀁯􀁳􀁳􀁩􀁾􀁇􀁳􀀠she
ll consist of planking 􀁴􀁾􀁲􀁥􀁥􀀠􀁩􀁾􀁣􀁨􀁥􀁾􀀠􀁴􀁾􀁩􀁣􀁫􀀬􀀠12 􀁩􀁮􀁣􀁾􀁥􀁳􀀠􀁷􀁾􀁤􀁥􀀠and of "dequate 􀁬􀁥􀁮􀁑􀁴􀁾􀀬􀀠􀁴􀁯􀁧􀁥􀁴􀁾􀁥􀀺􀀺􀀺􀀠􀁷􀀺􀁾􀁾􀀠necessarj 􀁢􀁬􀁯􀁣􀁫􀁩􀁮􀁾􀀮􀀠􀁔􀁾􀁥􀀠walk
shall be not less than three feet in width and shall be provided with a railing as 􀁲􀁥􀁱􀁵􀁩􀁾􀁥􀁤􀀠the Director of Streets. Sec. 16-66. Barricades. A 􀁰􀁥􀁾􀁩􀁴􀁴􀁥􀁥􀀠shall be responsible
for the placement of barricades, 􀁷􀁡􀁲􀁾􀁩􀁮􀁧􀀠signals and signa: lights sufficient to 􀁷􀁡􀁲􀁾􀀠􀁴􀁾􀁥􀀠public of hazard and which are in compliance with the Town of Addison ordinances
􀁣􀁯􀁮􀁣􀁥􀁲􀁮􀁩􀁮􀁾􀀠bar-9
1 􀁲􀁩􀁣􀁾􀁤􀁩􀁮􀁧􀀠of 􀁰􀁵􀁢􀁬􀁾􀁣􀀠sc=eets. Sec. 16-67. Remeval and 􀁐􀁲􀁯􀁴􀁥􀁣􀁾􀁩􀁯􀁮􀀠of Ut 41ities. The permittee shal! not 􀁩􀁮􀁴􀀹􀁲􀀽􀁾􀁾􀁾􀀠􀁷􀁩􀁴􀁾􀀠any existing utility
􀁷􀁩􀁴􀁾􀁣􀁾􀁴􀀠the ]written eonse:'!t of t:"ie ut:'lity company or peraon owning t:'e '..It lity. If it becones necessarj to remolTe a:1 existing utili::y, t:,is shall be dene by its
owner. Ne 􀁵􀁴􀁩􀁬􀁩􀁾􀁹􀀠owned by 􀁴􀁾􀁥􀀠City ., shall be melTed to aecoJ1l.'1lecate the pe=ittee unless 􀁴􀁾􀁥􀀠cos;; of J s'..le!1 wor'< be bcrCle by 􀁴􀁾􀁥􀀠pe=ittee. The cos t
cf meving pr:'Ja]tely owned '..It:i.l:::ie5 shall be similarly bor:'!e by t:,e permittee unless it makes et:"ier arrangements with t:,e person owning the utility. T!1e 􀁰􀁥􀁾􀀺􀀧􀀺􀀧􀀺􀀺􀀮􀀽􀁥􀀠shall
suppor:. and 􀁰􀁲􀁯􀁴􀁥􀁣􀁾􀀠by 􀁴􀀺􀀧􀀺􀀺􀀺􀀮􀁴􀁥􀁾􀀺􀁳􀀠or which may be in any way 􀁡􀁾􀁾􀁥􀁣􀁴􀁥􀁤􀀠by 􀁴􀁾􀁥􀀠ex=avaticn 􀁷􀁣􀁲􀁾􀁦􀀠􀁡􀁾􀁾􀀠de .. 􀁾􀀠In casa any of said 􀁰􀁩􀁾􀁥􀁳􀀬􀀠eon-C'u
, poles, w'; 􀀬􀀮􀀮􀁾􀁣􀀺􀀺􀀠or a;paratlJ.s ' "snou_Q be damaged, 􀁴􀁾􀁥􀁹􀀠c:: .... -i 1.......c:. __ be -􀁾􀀠r aired by t!1e age"cy er: 􀁰􀁥􀁾􀁳􀁯􀁮􀀠o"'ni:1g them, and the ex;:e:'!se
Ot 􀁾􀀠such repai!:'s sha:l be 􀁣􀁾􀁡􀁲􀁾􀁥􀁤􀀠to the 􀁰􀁥􀁲􀀺􀁮􀁩􀁴􀀮􀁾􀁥􀁥􀀬􀀠and h:'s cr i:.s bond shall be liable therafor. The 􀁰􀁥􀀽􀁩􀁴􀁾􀁥􀁥􀀠shall be res;cnsible for any damage
done to any public or priITate proper::! by reason of t!1e breaking of any water pipes, sewer, gas pipe, elect.ric conduit or ot:te!' utility. The 􀁰􀁥􀀺􀀺􀁮􀁩􀁴􀁾􀁥􀁥􀀠shell i:1!cr:n
.J itself as to t:,e existence and location of all unde!:';;rcund utili'1 ties and protect t!1e same against damage. j Sec. 16-63. Protection of 􀁁􀁃􀁾􀁣􀁩􀁮􀁩􀁮􀁣􀀠l?rooert'l. The pe=it-'j
,. ..i -10
tee shall at all times and at 􀁨􀁾􀁳􀀠or its own expense preser7e and 􀁰􀁲􀁯􀁾􀁥􀁣􀁾􀀠from injur! any adjoining 􀁰􀁲􀁯􀁰􀁥􀁲􀁾􀁹􀀠by providing proper foundations and 􀁴􀁡􀁫􀁾􀁮􀁧􀀠other
measures suitable for the 􀁰􀁵􀁲􀁾􀁯􀁳􀁥􀀮􀀠Where in the protection of such 􀁾􀁲􀁣􀁯􀁟􀁥􀁲􀁴􀀧􀁟􀁬􀀠it is necessar" to t.z en e'!:' upon private property for the pUr?0se of taking appropriate
pro-􀁴􀁥􀀨􀀺􀁾􀁩􀀧􀁊􀁥􀀠measures f t!1e 􀁰􀁥􀁮􀁩􀁴􀁾􀁥􀁥􀀠shall obtain a license fram t!ie owner of s'uoh private proper".:¥ f::lr such pUr?0se, anc i: he cannot 􀁯􀁢􀁴􀁡􀁾􀁮􀀠a license
from such owner, the Director of Streets may a'utheri.;::e him t::l enter the pri?ate prsmises solely for the purpcse of making the property safe. The 􀁰􀁥􀁾􀁩􀁴􀁴􀁥􀁥􀀠shall, at 􀀺􀁾􀁾􀀠own
expense, shere up and pr=tect 􀁡􀁾􀁾􀀠􀁢􀁵􀁩􀁬􀁤􀁩􀁮􀁾􀁳􀀬􀀠walls, fences cr -.1 ..... 􀁾􀀱􀀮exoavacion work anc 􀁳􀁨􀁡􀁬􀁾􀀠􀁾􀁥􀀠􀁲􀁥􀁳􀁰􀁯􀁮􀁳􀀺􀁾􀁬􀁥􀀠􀁦􀁾􀁲􀀠all damage t= :;:'-....
--perly to protect and carry out said work. Whenever it may be necessary for t·:te pe!:':r.i ':.':ee t:;, t=="!1c:, t!1r:nlgh any lawn a rea, t;"e sad shall be care:u!ly cut and rolled
and replaced with 1:'7e sed after dit=hes have 􀁢􀁥􀁥􀁾􀀠􀁢􀁡􀁣􀁾􀀠􀁦􀀺􀀺􀁬􀁥􀁾􀀠3S 􀁲􀁥􀁱􀁵􀀺􀁾􀁥􀁤􀀠􀁩􀁾􀀠􀁴􀁾􀁩􀁳􀀠Ordinance. All 􀁣􀁯􀁮􀁳􀁴􀀽􀁾􀁣􀁾􀁩􀁣􀁮􀀠and 􀁭􀁡􀁾􀁾􀁴􀁾􀁮􀁡􀁮􀁣􀁥􀀠work
shall 􀁴􀁾􀀠=cne in a manner 􀁣􀀳􀀱􀁣􀁾􀁬􀁡􀁴􀁳􀁣􀀠to 􀁬􀁥􀁡􀁶􀁾􀀠􀁴􀁾􀁥􀀠lawn area clean of 􀁥􀁡􀁾􀁾􀁾􀀠anc debris and in a condition as nearly as possible to that 􀁷􀁾􀁩􀁣􀁨􀀠existed
􀁢􀁥􀁦􀁯􀁲􀁾􀀠such 􀁷􀁥􀁲􀁾􀁻􀀠began. The 􀁾􀁥􀁲􀀺􀁮􀁩􀁴􀀽􀁥􀀧􀀳􀀠shall net 􀁲􀁡􀀻􀀻􀀺􀁣􀁾􀁊􀀧􀀽􀀠f eve!1 te:mporar:"ly, any 􀁴􀀺􀀺􀀺􀁾􀁥􀁳􀀠or snr:.Jos which exist in st=S<S't3 without
first naving notified and cbtained the consenc c: the appropriate City 􀁤􀁥􀁰􀁡􀁲􀁾􀁾􀁥􀁮􀁣􀀠cr Ci=1 of=icial having contro: cf -11
Sec.. 􀀱􀀶􀀭􀀶􀁾􀀮􀀮􀀠Side',>lalk EXC3vaticns.. Any exc3vation mace in any sidewalk or under a sidewalk shall be provided 􀁷􀁩􀁴􀁾􀀠a ., substantia! and adequate 􀁦􀁯􀁯􀁾􀁾􀁲􀁩􀁤􀁧􀁥􀀠over
said excavation on 􀁴􀁾􀁥􀀠J line of 􀁴􀁾􀁥􀀠sidewalk. 􀁷􀁨􀀡􀁣􀁾􀀠bridge shall be at least three feet ] 􀁷􀁾􀁤􀁥􀀠and 􀁳􀁥􀁣􀁾􀁲􀁥􀀡􀁹􀀠railed on each side so that foot 􀁰􀁡􀁳􀁳􀁥􀁮􀁾􀁥􀁲􀁳􀀠can
pass over safely 􀁡􀁾􀀠all times. ] Sec. 16-70. 􀁐􀁾􀁯􀁴􀁡􀁣􀁾􀁩􀁶􀁥􀀠Measures. The 􀁰􀁥􀁾􀁩􀁴􀁴􀁥􀁥􀀠􀁳􀁾􀁡􀁬􀁬􀀠􀁥􀁲􀁥􀁣􀁾􀀠]􀁳􀁵􀁣􀁾􀀠fence, 􀁲􀁡􀁩􀁬􀁩􀁾􀁧􀀠or 􀁢􀁡􀁾􀀽􀁩􀁥􀁲􀁳􀀠abcut
􀁴􀁾􀁥􀀠site of 􀁴􀁾􀁥􀀠exca?aticn wcrk as shall prevent 􀁤􀀳􀁾􀀻􀁥􀁲􀀠to persons using the City streets or ] 􀁳􀁾􀁤􀁥􀁷􀁡􀁬􀁫􀁳􀀬􀀠􀁡􀁮􀁾􀀠􀁳􀁵􀁣􀁾􀀠prQt2ctive bar:iers shall be 􀁭􀁡􀁩􀁮􀁴􀁡􀁩􀁾􀁅􀁾
􀀠􀁾􀁾􀁴􀁩􀁬􀀠;'.1: t",.;:..:::;;ht, 􀁴􀁾􀁥􀁲􀁥􀀠shall be 􀁰􀀺􀁡􀁣􀁥􀁾􀀠􀁾􀀻􀁣􀁮􀀠such place of 􀁥􀁾􀁣􀁡􀁶􀁡􀁴􀁩􀁣􀁮􀀠anc 􀁾􀀻􀀽􀁾􀀠any 1 ,j , burning 􀁴􀁾􀁲􀁾􀁵􀁧􀁨􀁣􀁵􀁴􀀠the nighc
during 􀁴􀁾􀁥􀀠ma:ntenanoe of such obst::":.Jcticns. 􀁉􀁾􀀠shall be 􀁵􀁮􀁬􀁡􀁷􀁦􀁾􀁬􀀠for anyone to remove cr down t::-te fe!'1ce cr r3.':":':!1<;; or 􀁯􀁴􀁾􀁥􀁲􀀠protecti\Te 􀁢􀁡􀁲􀁲􀁩􀁥􀁾􀁳􀀠or
a-::y lights provided there fer 􀁴􀁾􀁥􀀠protection of 􀁴􀁾􀁥􀀠public. '. J Sec. 16-E. 􀁁􀁴􀁾􀁲􀁡􀁣􀁾􀁩􀁶􀁥􀀠Nuisance. It shall be unla,,,,f'-,ll f::l!:"'l ,j ) the 􀁰􀁥􀀺􀁲􀀺􀀺􀁮􀁩􀁴􀁾􀁥􀁥􀀠to
suffer or pe::-:nit to remain unguarded at t:,e place of exca,;,ation or opening any 􀁭􀁡􀁣􀁾􀁩􀁮􀁥􀁲􀀭􀀡􀀮􀀠equipment or othe:: device having 􀁴􀁾􀁥􀀠􀁣􀁾􀁡􀁾􀁾􀁣􀀽􀁡􀁾􀁩􀁳􀁴􀁩􀁣􀁳􀀠of
an 􀁡􀁴􀀽􀁲􀁡􀁣􀁾􀁩􀁶􀁥􀀠nuisance ,, 􀁬􀁾􀁫􀁥􀁬􀁹􀀠to 􀁡􀁴􀁴􀁲􀁾􀁣􀁾􀀠􀁣􀁾􀁩􀀡􀁤􀁲􀁾􀁮􀀠and hazardous 􀁴􀁾􀀠􀁴􀁾􀁥􀁩􀁾􀀠sa£st? 􀁃􀁾􀀠􀁾􀁪􀀠􀁨􀁥􀁡􀁬􀁴􀁾􀀮􀀠, ! : j -11
Sec. 16-72. Care of Excavated Material. All material excavated from or 􀁯􀁴􀁾􀁥􀁲􀀠materials stored next to trenches and piled adjacent to 􀁴􀁾􀁥􀀠trench or in any street shall be piled
anc maintained in 􀁳􀁵􀁣􀁾􀀠manner as not to endanger 􀁴􀁾􀁯􀁳􀁥􀀠working in 􀁴􀁾􀁥􀀠trench, pedestrians or users of 􀁴􀁾􀁥􀀠streets, and so 􀁴􀁾􀁡􀁴􀀠as little 􀁩􀁮􀁣􀁾􀁮􀁶􀁥􀁮􀁩􀁥􀁮􀁣􀁥􀀠as
possible is caused to those 􀁵􀁳􀁩􀁮􀁾􀀠streets and adjoining property_ Where the confines of the area 􀁢􀁥􀁩􀁾􀁧􀀠excavated are teo narrow to permit the piling of excavated 􀁾􀁡􀁴􀁥􀁲􀁩􀁡􀁬􀀠beside
the trench, 􀁳􀁵􀁾􀁨􀁡􀁳􀀠might be the case in a narrow alley, the Director of Streets shall have the authority to 􀁲􀁥􀁾􀁵􀁩􀁲􀁥􀀠that the 􀁰􀁥􀁾􀁩􀁴􀁴􀁥􀁥􀀠haul the excavated material
to a 􀁳􀁾􀁾􀁲􀁾􀁧􀁥􀀠􀁓􀀺􀁾􀀹􀀠􀁡􀁾􀁣􀀠􀁴􀁾􀁥􀁮􀀠􀁲􀀽􀁾􀁡􀁵􀁬􀀠it to the t=snch site at 􀁴􀁾􀁥􀀠􀁾􀀺􀁾􀁥􀀠of bacx-fill::i<;.. I-: she:! be the per:nit:.ee's 􀁲􀁥􀁳􀀻􀁣􀁮􀁳􀀺􀀧􀀺􀀺􀀻􀁩􀁬􀁩􀁴􀁾􀀱􀀠t:
􀁳􀁡􀁾􀁾􀁲􀀽􀀠􀁴􀁾􀁥􀀠􀁮􀁥􀀽􀁥􀀵􀁳􀁡􀁾􀁹􀀠􀁰􀁥􀁾􀀺􀁳􀁳􀀺􀁣􀁮􀀠􀀠and make all necessarj 􀁡􀀽􀁾􀁾􀁾􀁧􀁥􀂭􀁭􀁥􀁾􀁴􀁳􀀠for all 􀁲􀁥􀁾􀁷􀁾􀁲􀁥􀁾􀀠􀁳􀁴􀁾􀁲􀁡􀁧􀁥􀀠and disposal sites. Sec.
16-73. Darnace to Existinc Imcrovements. All damage done to existing 􀁩􀁭􀁰􀁲􀁯􀁶􀁥􀁾􀁥􀁮􀁴􀁳􀀠during 􀁴􀁾􀁥􀀠progress cf 􀁴􀁾􀁥􀀠excavation work shall be repaired by the 􀁰􀁥􀁾􀁩􀀽􀀺􀁥􀁥􀀮􀀠􀁍􀁡􀁴􀁥
􀁾􀁩􀁡􀁬􀁳􀀠􀁦􀁾􀁲􀀠􀁳􀁾􀁣􀁨􀀠repair shall 􀁣􀁯􀁮􀁦􀁯􀁾􀀠􀁷􀀺􀁴􀁾􀀠the 􀁲􀁥􀁱􀁵􀁩􀁾􀁥􀁭􀁥􀁮􀁴􀁳􀀠of any applica=le code or ordinance. I= upon being orderee, 􀁴􀁾􀁥􀀠per.nittee 􀁦􀁡􀁩􀁬􀁾􀀠to
furnish the necessary labor and materials for such repairs, 􀁴􀁾􀁥􀀠Director of Streets shall have 􀁴􀁾􀁥􀀠authcr:ty to cause said necessarJ labcr and materials to be f'..ll;n':'.;;hed
by the City and tje 􀁣􀁾􀁳􀁾􀀠shall be 􀁣􀁾􀁡􀁲􀁧􀁥􀁤􀀠against the 􀁰􀁥􀁾􀁩􀁴􀁴􀀽􀁥􀀬􀀠and 􀁴􀁾􀁥􀀠􀁰􀁥􀁾􀁩􀁴􀁾􀁥􀁥􀀠 shall also be liable on his or its bone 􀁴􀁾􀁥􀁲􀁥􀁦􀁯􀁲􀀮􀀠 -13
SeC.. 16-74. P:-ooer"':'.', Lines and Ease!Tlent:s. 􀁐􀁲􀁯􀁰􀁥􀀡􀀺􀀧􀁾􀁹􀀠l:':;es and limits of eaSements shall be indicated on the plan of excavation 􀁳􀁾􀁢􀁭􀁩􀁴􀁴􀁥􀁤􀀠with the 􀁡􀀿􀁰􀁾􀁩􀁣􀁡􀁴􀁩�
�􀁮􀀠for the excation 􀁰􀁥􀁲􀁾􀁩􀁴􀀠and 1, 􀀬􀁾it shall be the 􀁰􀁥􀁾􀁩􀁴􀁴􀁥􀁥􀀧􀁳􀀠responsibility to confine excavation work within these limits. Sec. 16-75. 􀁃􀁬􀁥􀁡􀁮􀀭􀁾􀁑􀀮􀀠As
the excavation work 􀁰􀁲􀁾􀁧􀁲􀁥􀀵􀁳􀁥􀁳􀀮􀀠all st!'eets and private properties shall be thoroughly cleaned of ] all 􀁲􀁾􀁢􀁢􀁩􀁳􀁨􀀮􀀠excess earth. rock and other debris 􀁲􀁥􀁳􀁾􀁬􀁴􀁩􀁮􀁧􀀠from
]􀁳􀁾􀁣􀁨􀀠work. All 􀁣􀁬􀁥􀀮􀁮􀀭􀁾􀀻􀀠􀁥􀁰􀁥􀀡􀀧􀁡􀁴􀁾􀁡􀁮􀁳􀀠at the location of sach excavation shall be accomplished at the expense of the 􀁰􀁥􀁾􀁩􀁴􀁴􀁥􀁥􀀠and 'l .di shall be completed
to the satisfaction of the Director of , C)From 􀁴􀀺􀁾􀁥􀀠􀁴􀁾􀀠􀁴􀀺􀁾􀁥􀀠as may be erjered by the 􀁄􀁩􀁲􀁡􀁣􀁾􀁾􀁲􀀠c: ,J Street.s and i:1 any eve!1t: i:r..:r.ediate 􀁡􀁦􀁾􀁥􀁲􀀠completion
cf 􀁓􀀲􀁾􀀺􀀠wcrk, 􀁴􀁾􀁥􀀠􀁰􀁥􀁾􀁾􀁾􀁾􀁾􀁥􀁥􀀠sha:: 􀁡􀁾􀀠his or it3 own ex?ense 􀁣􀁬􀁥􀁡􀁾􀀠u; remove all re::'.lse and ar.used materials of any kind reSulting f 􀀧􀀡􀀺􀁾􀁲􀁲􀀬􀀠said
work and upen 􀁦􀁡􀁩􀁬􀁾􀁲􀁥􀀠to do so within 24 hours afte!' having been 􀁮􀁯􀁴􀁩􀁾􀁩􀁥􀁤􀀠to do so 􀁩􀁾􀀠writing by tie Director of Streets, 􀁾􀁟􀁩􀀺􀀠said 􀁷􀁯􀁲􀁾􀀠may be done by
the Director of Streets and the 􀁃􀁃􀀵􀁾􀀠thereof charged to the 􀁰􀁥􀁾􀁩􀁴􀁴􀁥􀁥􀀬􀀠and the permittee shall a:50 ce .i liable for the cost thereof under the 􀁳􀁾􀁲􀁥􀁾􀁹􀀠bond proviced
he:reunde:r. Sec. 16-76. 􀁐􀁲􀁯􀁴􀁥􀁣􀁾􀁩􀁯􀁮􀀠of Water Courses. The per:nittee shall provide for t!'1e f:aw of all water courses. inter=epted during the excavation work and shall replace
in as good concit ion as i':: found them or shall make such 􀁩􀀿􀁲􀀺􀀺􀀢􀁾􀀭􀀡􀀠-14
sians 􀁦􀁾􀁲􀀠􀁴􀁾􀁥􀁾􀀠as 􀁴􀁾􀁥􀀠􀁄􀁩􀁾􀀽􀁣􀁾􀁯􀁲􀀠cf Streets may direct. The 􀁰􀁥􀁾􀂭mittas shall 􀁮􀁣􀁾􀀠obst=act 􀁴􀁾􀁥􀀠􀁧􀁵􀁴􀁾􀁥􀁾􀀠of any street but sha2l use all 􀁰􀁲􀁾􀁰􀁥􀁲􀀠􀁭􀀮􀁡􀁳􀁾􀁲�
�􀁳􀀠to 􀁰􀁲􀁾􀁶􀁩􀁤􀁥􀀠for the free passage of surface water. The per::-.ittee shall make provision to take care of all S"..tr?hlS water, m".Jc!<, silt, slic!<ings or other r"..tn-off
pumped from excsvaticns or 􀁲􀁥􀁳􀁵􀁬􀁴􀁩􀁾􀁧􀀠f==rn s:uicin; or 􀁯􀁴􀁾􀁥􀁲􀀠􀁯􀁰􀁥􀁾􀁾􀁴􀁩􀁣􀁮􀁳􀀠ant shall be responsi!:Jle fer =:oy damage resulting from its fail".Jra to so pr::Jvide.
Sec. 16-7"7. Brea;",i.:1c Thrcuch Pa'Je!:lenc \.;;hene'Jer i::. is necessary to 􀁢􀁲􀁾􀁡􀁫􀀠thr-z'W:;:: 􀁥􀀺􀁾􀀺􀁳􀁴􀁩􀁮􀁧􀀠pavemenc for excavaticri purpcses and 􀁷􀁨􀁥􀁾􀁥􀀠􀁴􀀽􀀽􀁮􀁣􀁾􀁥􀁅􀀠are
to be four feet or ove= in 􀁤􀁥􀀻􀁾􀁾􀀬􀀠􀁴􀁾􀁥􀀠􀁰􀁡􀁶􀁥􀁾􀁥􀁮􀁾􀀠􀁡􀁾􀁾􀀠􀁴􀁾􀁥􀀠bas2 􀁾􀁾􀁡􀁬􀁬􀀠be 􀁲􀁥􀁾􀁣􀁶􀁥􀁤􀀠􀁾􀁾􀀠at least 􀁴􀁾􀀹􀀺􀁾􀁥􀀠inches beyond the outer 􀁬􀁾􀁾􀁩􀀽􀁳􀀠of
the sub-grade that: is to 􀁾􀁥􀀠􀁤􀁾􀀵􀁴􀁾􀁾􀁾􀁥􀁤􀀠􀁩􀁾􀀠􀁣􀀽􀁾􀁥􀁥􀁾􀀠t= 􀀻􀁲􀁥􀁾􀁥􀁮􀁾􀀠􀁳􀁥􀁴􀀺􀁬􀁥􀁭􀁥􀁾􀁾􀀬􀀠and a 􀁴􀁾􀁥􀁬􀁶􀁥􀀭􀁩􀁮􀁣􀁾􀀠􀁳􀁾􀁣􀁵􀀡􀁾􀁥􀁾􀀠of 􀁵􀁮􀁤􀁩􀁳􀀺􀁾􀁲􀁾􀁥􀁾􀀠􀁭􀁡􀀽􀁥�
�􀁩􀁡􀀺􀀠shall be provided on each side cf 􀁴􀁾􀁥􀀠exc=vatec 􀁴􀁾􀁥􀁮􀁣􀁾􀀮􀀠􀁾􀁾􀁥􀀠f3ce of 􀁴􀁾􀁥􀀠remaining 􀁰􀁡􀁶􀁥􀁾􀁥􀁮􀁴􀀠shall be apprcx:mately 􀁶􀁥􀁲􀁾􀁩􀁣􀁡􀁾􀀮􀀠A 􀁰􀁯􀁷􀁥􀁾􀀭􀁤􀁲􀁩􀁶􀁥􀁾�
�􀁣􀁾􀁮􀁣􀀽􀁥􀁴􀁥􀀠saw shall be used 50 as tc 􀁰􂂬􀁲􀀺􀀧􀀺􀀢􀀮􀁩􀁾􀀠c':lm91ete br23l<age cf 􀁣􀁯􀁮􀁣􀁲􀁾􀁴􀁥􀀠pave􀁭􀁥􀁾􀁴􀀠or base 􀁷􀁩􀁾􀁾􀁣􀁵􀁴􀀠􀁲􀀮􀀬􀀻􀁥􀁾􀀠edges for the 􀁦􀁾􀁬􀁬􀀠depth
of 􀁴􀁾􀁥􀀠pave-went. Asphalt 􀁰􀁡􀁶􀁩􀁾􀁧􀀠Eta:: be 􀁳􀁣􀁾􀁲􀁥􀁤􀀠or 􀁯􀁴􀁾􀁥􀁲􀁎􀁩􀁳􀁥􀀠􀁣􀁾􀁴􀀠in a straight line. No pile driver may be used i:1 breaking up 􀁴􀁾􀁥􀀠pa'leme!Clt.
Sec. 16-;8. 􀁊􀁡􀁣􀁫􀁾􀀢􀁣􀀬􀀠:!or:nc or T".Jnnelinc. A. 􀁄􀁥􀁳􀁣􀁲􀁩􀁰􀁾􀀺􀁯􀁮􀀮􀀠Th:s specification shall govern for 􀁴􀁾􀁥􀀠proviSion of 􀁣􀁪􀁾􀀠required opening for 􀁴􀁾􀁾􀀠􀁩􀁾􀁳􀁾􀀳􀁬􀀱􀁡􀁴􀁩􀁯
􀁮􀀠-15
1, ..1of 􀁣􀁣􀁮􀁤􀁵􀁾􀁴􀀳􀀠by 􀁴􀁾􀁥􀀠􀁭􀁥􀁾􀁾􀁯􀁤􀁳􀀠of 􀁪􀁡􀁣􀁾􀁩􀁮􀁧􀀬􀀠boring, or 􀁴􀁊􀁮􀁮􀁥􀁬􀀺􀁾􀁧􀀠as shown on 􀁴􀁾􀁥􀀠plans and in ccnfor.nitj with this specification. 1 B. 􀁃􀁣􀁮􀁳􀁴􀁲􀁾􀁣􀁴
􀁩􀁯􀁮􀀠􀁒􀁥􀁱􀁾􀁩􀁲􀀽􀁭􀁥􀁾􀁴􀁳􀀮􀀠Where encasement or .J carrier pipe is 􀁲􀁥􀁾􀁵􀁩􀁲􀁥􀁤􀀠to be installed under railroad ] 􀁥􀁮􀁣􀁡􀁾􀁫􀁭􀁥􀁾􀁴􀁳􀀠or 􀁵􀁮􀁤􀁥􀁾􀀠h:ghways, 􀁳􀁴􀁾􀀲􀁥􀁴􀁳􀀬􀀠OL
􀁯􀁴􀁨􀁥􀁾􀀠facil:ties 1by jacking, bcri!1g or t',Jnnelint; methocs, c:;:)nst=:.lction shall J be made in a manner that will not interfere 􀁷􀁩􀁴􀁾􀀠􀁴􀁾􀁥􀀠Opera]t:cn of the railroad,
highway or 􀁯􀁴􀁾􀁥􀁾􀀠􀁦􀁡􀁣􀁩􀁬􀁩􀁾􀁬􀀬􀀠anc will nct weaken or damage any embank...·:tent or struct·olre. 􀁔􀁾􀁥􀀠􀁤􀁲􀁩􀁬􀁬􀁩􀁾􀁧􀀠or pilct holes for the alignment cf pipe avc!d
􀁥􀁸􀁣􀁾􀁶􀁡􀀺􀁩􀁾􀁾􀀠􀁥􀁡􀁾􀁾􀁾􀀠cr rock or shat:ering r=ck 􀁢􀁥􀁹􀁣􀁮􀁾􀀠􀁴􀁾􀁥􀀠"1 􀁬􀁾􀁾􀁩􀁴􀁳􀀠of exc3vaticn needed to instal! the 􀁣􀁯􀁮􀁾􀁾􀁾􀁴􀀮􀀠C. Const=action by Jacking.
the jacking end is below the ground surface, pits or trenches shall he excavated for the purpose cf ccn-, 􀁤􀂷􀀮􀁬􀁣􀀢􀀺􀀺􀁩􀁾􀁧􀀠t.'1e jacking operations and for placing end 􀁪􀁣􀀺􀀧􀁾􀁴􀁳􀀠of
􀁣􀁾, 1 the pipe. This excavation shall not be carried to a greater ,.; 0-􀁾􀀠depth t.'1an is required for placing of the guide and jacking . i timbe!:'s and no near:::: the roadbed
than t·",o ( 2 ) feet .. .., ,'. ,At t.'1e 􀁯􀁴􀁾􀁥􀀡􀀺􀀢􀀠end of t:"e pipe, an 􀁡􀀡􀁬􀀡􀁬􀁲􀁯􀁡􀁣􀁾􀀠􀁴􀀺􀀺􀀺􀁥􀁮􀁣􀁾􀀠shall '" be exca·.;ated acc'...lrately tc grade. All open trenches
and " -16
pits 􀁳􀁾􀁡􀁬􀁬􀀠be 􀁢􀁲􀀳􀁣􀁥􀁾􀀠and shered in 􀁳􀁾􀁣􀁾􀀠a manner as will adequately prevent caving or sliding of 􀁴􀁾􀁥􀀠walls inca 􀁴􀁾􀁥􀀠open trenci or pit. 􀁈􀁥􀁡􀁾􀁩􀀠duty jacks
suitable for for:ing the pipe tirough 􀁴􀁾􀁥􀀠e!:1oank.;nent shall be provided. In oper3ting jacks, e'len pressure shall be applied to all jacks used. A suitable jack.ing head not less
than six (6) 􀁩􀁮􀁣􀁾􀁥􀁳􀀠􀁬􀁡􀁲􀁾􀁥􀁲􀀠tisn the outside d:'arneter of 􀁴􀁾􀁥􀀠pipe. usually c= timber, and s,,:'t3ble br3cing bet-.. een jacks and jac;::'n" head sha!: be 􀁰􀁲􀁯􀁶􀁾􀁤􀁥􀁤􀀠sc
tiat pressure will be 􀁡􀁰􀁰􀁬􀁾􀁡􀁤􀀠to 􀁴􀁾􀁥􀀠pipe un:􀁦􀁣􀁲􀁾􀀺􀁹􀀠around 􀁴􀁾􀁥􀀠ring of the pipe. 􀁔􀁾􀁥􀀠jacking heac shall be c= such 'weight ad dimensions 􀁴􀁾􀁡􀁴􀀠i: 􀁾􀁩􀁬􀁬􀀠nct
􀁢􀁥􀁾􀁤􀀠or deflec: when 􀁦􀁾􀁬􀁬􀀠pressure is 􀁡􀁰􀁰􀁬􀁩􀁥􀁾􀀠􀁡􀁾􀀠􀁴􀁾􀁥􀀠jack. 􀁔􀁾􀁥􀀠􀁪􀁡􀁣􀁸􀁩􀁾􀁧􀀠heac sha:l be prjv:ded 􀁷􀁩􀁾􀁾􀀠an 􀁯􀁰􀁥􀁮􀁾􀁮􀁧􀀠fer 􀁴􀁾􀁥􀀠􀁲􀁥􀁭􀁣􀁾􀁡􀁾􀀠cf
excsvated rnacerial as 􀁴􀁾􀁥􀀠jacking 􀁰􀁲􀀽􀁣􀁥􀁥􀁾􀁳􀀮􀀠A su::able jacking frame or backstop sha:: be provided. The pipe to be jack.ed sha:1 be set on guides which are 􀀵􀁾􀁲􀀳􀁩􀁧􀁨􀁴􀀠and
sec:J.rely br3csd t:::>get;,er in 􀁳􀁵􀁣􀁾􀀠a :i,anner to SUF,;"c!:"t the 􀁳􀁥􀁣􀁾􀁩􀁣􀁮􀀠cf 􀁴􀁾􀁥􀀠pipe anc to direct it 􀁩􀁾􀀠the 􀁰􀁲􀁾􀁧􀁥􀁲􀀠􀁬􀁾􀁾􀁥􀀠anc grace. All timber ana
other 􀁭􀁡􀁴􀁥􀁲􀁾􀁥􀁬􀁳􀀠usee in 􀁴􀁾􀁥􀀠c=nst=uctien cf 􀁴􀁾􀁥􀀠jacking assembly will be of such quality and dimensions 􀁴􀁾􀁡􀁴􀀠􀁴􀁾􀁥􀁹􀀠will 􀁷􀁩􀁴􀁾􀁳􀁴􀁡􀁮􀁣􀀠a:: st=esses 􀁴􀁾􀀠which
􀁴􀁾􀁥􀁹􀀠are SUbjected in 􀁳􀁵􀁣􀁾􀀠a manner as t= 􀁩􀁾􀁳􀁵􀁲􀁥􀀠even pressures on 􀁴􀁾􀁥􀀠pipe during jacxing 􀁣􀀿􀁥􀁾􀁾􀁴􀁩􀁣􀁮􀁳􀀮􀀠􀁔􀁾􀁥􀀠􀁷􀁨􀁣􀁬􀁾􀀠jac:v;.ing asse!'!'lcly shall
be placed so 􀁡􀁾􀀠t:J line 'Il;? w-::::: t;,e 
􀁤􀁩􀁾􀁾􀁣􀁾􀁩􀁯􀁮􀀠and gr3de of 􀁴􀁾􀁥􀀠pipe. be excavated slightly in 􀁳􀁾􀁣􀁾􀀠a manner to avoid making 􀁴􀁾􀁥􀀠'11 excavation 􀁬􀁡􀁲􀁾􀁥􀁲􀀠than the outaide diameter of 􀁴􀁾􀁥􀀠pipe,
J 􀁷􀁩􀁴􀁾􀀠the excavated material being removed throught the pipe. The excavation fer the under3ide of the pipe, for at least 􀁯􀁮􀁥􀀭􀁴􀁾􀁩􀁲􀁤􀀠(1/3) of the circumference of the pipe,
shall con] fo= to the c:mtour and grace of the pipe. The excavation for 􀁴􀁾􀁥􀀠toe hal: of the pipe shall conform olosely to the J cutside 􀁤􀁩􀁡􀁭􀁥􀁴􀁥􀁾􀀠of 􀁴􀁾􀁥􀀠and a clearance
greater than 􀁴􀁾􀁯􀀠(2) inches 􀁷􀁾􀁬􀁬􀀠nct be pe=itted. All voids be ,,'"'''''' the pi;e and 􀁴􀁾􀁥􀀠􀁥􀁡􀁲􀁾􀁾􀀠􀁷􀁾􀀺􀀺􀀠􀀺􀁾􀀠􀁦􀁾􀁬􀀡􀁥􀁤􀀠􀁷􀁩􀁴􀁾􀀠grout 􀁰􀁲􀁯􀀹􀁣􀁲􀁾􀁾􀁾􀁾􀁥􀁾􀀠1:;
􀁲􀁮􀁩􀁮􀁩􀀺􀁮􀀧􀀬􀀻􀁾􀀮􀀠:nix 􀀼􀀻􀀺􀀺􀀻􀀺􀀺􀁜􀀮􀀮􀀺􀁾􀀠􀁷􀀺􀀧􀀺􀀧􀁾􀀧􀀱􀀠fi"Je per:::e:1t (5%) 􀁴􀁾􀀠􀁦􀁯􀁲􀁾􀂷􀀮􀁬􀀠;e:-the pipe cr grouting may be made through drill holes from the
grounc sur!ace 􀁩􀁾􀀠prac:ical. The grouting shall follow 􀁩􀁾􀁾􀁥􀁤􀁩􀁡􀁴􀁥􀁬􀁹􀀠upon upon 􀁣􀁾􀁾􀀻􀁬􀁥􀁾􀁩􀁯􀁮􀀠of the 􀁪􀁡􀁣􀁫􀁩􀁮􀁾􀀠􀁯􀁰􀁥􀁾􀁡􀁴􀁩􀁯􀁲􀀮􀀮􀀠All 􀁣􀁡􀁲􀀽􀀺􀁥􀁾􀀠pi;e
􀁩􀁾􀁳􀁾􀀳􀀱􀀡􀁥􀁤􀀠by jacking shall be 􀁳􀁾􀁰ported by quarter pcine cradle of 2000 PSI concrete across , the jacking pit and 􀁴􀁾􀀠􀁴􀁾􀁥􀀠first joint in the oi 􀁴􀀽􀀺􀀭􀁾􀀠 on each
end. The dist3nce 􀁴􀁾􀁡􀁴􀀠the exc3vation shall be extended 􀁾􀀿􀀺􀀠 beyond 􀁴􀁾􀁥􀀠end of 􀁴􀁾􀁥􀀠bipe depends on the 􀁣􀁨􀁡􀁲􀁡􀁣􀁾􀁥􀁲􀀠of 􀁴􀁾􀁥􀀠 material, but it shell not exceed
􀁴􀁾􀁣􀀠(2) feet in any case. ., J The pipe, pref9:C.:sC':'y 1 s.nal2. be jacked fr·::>m t!ie low O:L:" -18
downst::earn end .. When 􀁴􀁾􀁥􀀠jacking of pipe is once begun, 􀁴􀁾􀁥􀀠operation shall be carried on 􀁷􀁩􀁴􀁾􀁯􀁵􀁴􀀠􀁩􀁮􀁴􀁥􀁲􀁲􀁾􀁰􀁴􀁩􀁯􀁮􀀬􀀠insofar as practicable to prevent t!1e
pipe fr::m becoming f ir::>ly set i!'! the e:,:"bankment. Any pi?€ 􀁤􀁡􀁲􀁮􀁡􀁧􀁥􀁾􀀠i!'! jacking operations shall be repaired or removed and replaced by the oontractor at his entire
expense.. The pits or 􀁴􀁲􀁥􀁲􀀮􀁣􀁾􀁥􀁳􀀠excavated to facilitate 􀁪􀁡􀁣􀁸􀁾􀁮􀁧􀀠operation shall be fi:led immediately after the jacking of 􀁴􀁾􀁥􀀠pipe has been 􀁣􀁾􀁭􀁾􀁬􀁥􀁾􀁥􀁤􀀠unless
an 􀁥􀁮􀁣􀁾􀁳􀁥􀁭􀁥􀁮􀁾􀀠􀁣􀁾􀁾􀁹􀀠has be 􀁬􀁥􀁦􀁾􀀠open until 􀁴􀁾􀁥􀀠carrier pipe has been laic 􀁴􀁾􀁲􀀺􀁵􀁧􀁨􀀠anc mannol"Zs 􀁔􀁾􀁥􀀠location 􀁡􀁾􀁣􀀠􀁣􀁾􀁮􀁣􀀺􀁴􀁩􀁣􀁮􀁳􀀠as are
􀁣􀁯􀁶􀁥􀁾􀁥􀁤􀀠elsewhere in 􀁴􀁾􀁥􀁳􀁥􀀠speci::icaticns. 􀁉􀁾􀀠a carrier pipe is laid 􀁴􀁾􀁲􀁯􀁵􀁧􀁨􀀠an enc.serne!'!t p!pe, t':'e bedci:1g of c:;"\.lsned rock, c:)ncrete, 􀁧􀁾􀁾􀁩􀀮􀁬􀁴􀀠or
gran..:':=.r material, if any, will be considered a part of the jacking operation. D. Construction by Boring. The hole shall be bored 􀁭􀁥􀁣􀁾􀁡􀁮􀁩􀁣􀁡􀁬􀁬􀁹􀀠with a 􀁳􀁵􀁩􀁾􀁡􀁢􀁬􀁥􀀠boring
assemoly designed to produce a smooth, straight shaft and so operated that the completec sha=t will be at 􀁴􀁾􀁥􀀠estsblished line and 􀁧􀁾􀁡􀁤􀁥􀁾􀀠-19
1,The size of 􀁴􀁾􀁥􀀠bored hele shall be of 􀁳􀁾􀁣􀁾􀀠􀁤􀁩􀁡􀁲􀁮􀁥􀁾􀁥􀁲􀀠􀁴􀁾􀀠prc-J vide ample clearance for bells or 􀁯􀁴􀁾􀁥􀁲􀀠joints. All carrier pipe installed by bering shall
be 􀁳􀁾􀁰􀁰􀁯􀁲􀁴􀁥􀁤􀀠by 􀁱􀁾􀁡􀁲􀁴􀁥􀁲􀀠pcint cradle of 2000 PSI concrete across the bcring pit and to 1j the first joint in 􀁴􀁨􀁾􀀧􀁤􀁩􀁴􀁣􀁾􀀠section on 􀁥􀁡􀁣􀁾􀀠end. All voids
will be grouted 􀁷􀁩􀁴􀁾􀀠a 1:7 minimum m:x .ith ] five percent (5%) to 􀁦􀁯􀁲􀁾􀁹􀀠percent (40') air 􀁥􀁮􀁾􀁲􀁡􀁩􀁮􀁲􀁮􀁥􀁾􀁴􀀬􀀠Jand will be considered a part of the unit price cf
􀁴􀁾􀁥􀀠bcring operacion. E. 􀁃􀁣􀁮􀁳􀁴􀁲􀁾􀁣􀀺􀁩􀁣􀁮􀀠by Tunneling. The tunnel shall be excavated in 􀁳􀁾􀁣􀁾􀀠2 manner and to 􀁳􀁾􀁣􀁾􀀠􀁤􀁩􀁲􀁮􀁥􀁮􀁳􀁾􀁣􀁮􀁳􀀠􀁷􀁨􀁾􀁣􀁾􀀠􀁷􀁾􀁬􀀡􀀠􀁴􀁾􀁥􀀠exc3vat
.:cD. . ..by 􀁥􀁩􀁾􀁾􀁥􀀡􀀢􀀠a:r or 􀁥􀀮􀀮􀀺􀀮􀁥􀁣􀁾􀀺􀀭􀀺􀀮􀁣􀀺􀁴􀀢􀁪􀀮􀀠m':'tted i!1 􀁴􀁾􀁥􀀠t'..lnnel 􀁴􀁾􀁣􀀮􀁴􀀺􀀠uses a pet:=olet.L'il proc'..lct for f';.lel. Elec-:.:::-ic l:'ghts
shall be used far illumination of t!1e t'.ln-':] nel 􀁣􀁯􀁮􀀵􀁴􀀽􀂷􀀮􀁬􀁣􀁾􀁩􀁣􀁮􀀬􀀠f:Jr illumi.nation of complete": por:.:::r:.s of the tunnel 􀁾􀁳􀁥􀁤􀀠for passage, for inspection
of 􀁴􀁾􀁥􀀠work. Sufficient number or: la::-.",5 snaIl be used to properly illuminate the work, and 􀁡􀁬􀁾􀀠 wiring for electric power and lights shall be installed and maintained in
a safe and 􀁳􀁥􀁣􀁾􀁲􀁥􀀠manner in 􀀲􀁣􀀽􀁣􀁲􀁾􀁡􀁮􀁣􀁥􀀠􀁷􀁩􀁴􀁾􀀠the current Electrical Code of the Cit7. The contrac:or shall maintain 􀁴􀁾􀁥􀀠􀁴􀁾􀁮􀁮􀁥􀁬􀀠air in a 􀁣􀁾􀁮􀁤􀀺􀀧􀁴􀀧􀀺􀀧􀁯􀁮􀀠suit
able for -20
the health of t!1e 􀁷􀁯􀁲􀁾􀀼􀀻􀀢􀀧􀀱􀁬􀁥􀁮􀀠and s-...:fficiently clear for S'-1rveying operations. A suf=icient supply of fresh air shall be provided to make for the quick and complete
removal of gases and dust resulting fron blasing or other t'.lnnel operations. Exce?t when unnecessarj due to natural ventilation, artificial 􀁶􀁥􀁮􀁴􀁩􀁬􀁡􀁴􀁾􀁯􀁮􀀠shall be maintained
in the tunnel by ventilating plants of ample capacity operated when needed to meet the preceding 􀁲􀁥􀁱􀀧􀀭􀀱􀁩􀁲􀁥􀁭􀁥􀁮􀁴􀁾􀀮􀀠If required by the plans or if req'-1ired for safety,
suitable steel or timber 􀁾􀁨􀁥􀁥􀁾􀁾􀁾􀁧􀀠shoring and bracing shall be used to support the sides and roof of the 􀁥􀁸􀁣􀁡􀁶􀁡􀁴􀁩􀁣􀁾􀀮􀀠, 􀁓􀁾􀁰􀁰􀁣􀁲􀁾􀁳􀀠may be 􀁬􀁥􀁦􀁾􀀠in placa
;rovided 􀁴􀁾􀁡􀁣􀀠􀁴􀁾􀁥􀁹􀀠clea= 􀁴􀁾􀁥􀀠mane!"lt 􀁳􀂷􀀬􀁊􀀻􀀻􀀺􀁣􀁲􀁾􀁳􀀠as he sha21 dee;.'\ necessar71 nor shall it be 􀁣􀁯􀁮􀁳􀀺􀀽􀁾􀁥􀁾􀀠as 􀁲􀁥􀁬􀁩􀁥􀁶􀁩􀁾􀁧􀀠􀁴􀁾􀁥􀀠cont=actor
from his full respon􀁳􀁩􀁾􀁩􀁬􀁩􀁴􀀷􀀠for the 􀁳􀁡􀁾􀁥􀁴􀁹􀀠of 􀁴􀁾􀁥􀀠work, and for all damaGes to persons anc property_ If the tunnel is to be 􀁬􀁾􀁮􀁥􀁤􀀠with concrete as a mcnc􀁬􀁩􀁴􀁾􀁩􀁣􀀠struc
ture, then 􀁴􀁾􀁥􀀠􀁯􀁶􀁥􀁲􀁾􀁲􀁥􀁡􀁫􀀬􀀠if any, or vcids will be poured w:th conc=ete of the required strength as cetailed en plan. 1= the 􀁳􀁾􀁾􀁥􀁮􀁾􀁴􀁾􀀠is nct indicat2c, the 28-cay
􀁳􀁴􀁲􀁥􀁮􀁧􀁴􀁾􀀠will be a min:'mur.l cf 3000 PS;:. Unless otherHise indicat:c or specified, t3e entire void 􀁢􀁥􀁴􀁾􀁥􀁥􀁮􀀠􀁴􀁾􀁥􀀠􀁣􀁵􀁴􀀳􀁩􀁤􀁾􀀠of 􀁴􀁾􀁥􀀠pipe and the tunnel 􀁷􀁡􀀲􀀲􀁾􀀠cr
􀀭􀀲􀁾
􀁴􀁾􀁥􀀠inside face of the tunnel lining shall be backfilled 'With concrete having a minimum compressive strength of 2000 pounds per square inch at 28 days or 1:7 􀁾􀁩􀁮􀁩􀁭􀁵􀁭􀀠mix
grout 'With five per=ent 􀀨􀀵􀁾􀀩􀀠to forty percent (40%) air entrain] ment. No concrete or grout shall be placed around the pipe un!ess 􀁴􀁾􀁥􀀠􀁰􀁥􀁾􀁡􀁮􀁥􀁮􀁴􀀠sheeting, 􀁢􀁯􀁴􀁾􀁯􀁭􀀮􀀠sides
and rocf of the tunnel are in a condition 􀁳􀁡􀁴􀁩􀁳􀁦􀁡􀁣􀁴􀁯􀁾􀁬􀀠to the 􀁄􀁩􀁲􀁥􀁣􀁾􀁣􀁲􀀠of JStreets. T!"le minbr..m; thickness of concrete or grout back.' fill shall be maintained
􀁴􀁨􀁲􀁯􀁵􀁾􀁨􀁯􀁵􀁴􀀮􀀠Concrete required for ] baCkfill in ex=ess of the minimum dimensions shown on plan will be at the entire 􀁥􀁸􀁾􀁥􀁮􀁳􀁥􀀠of the contractor. Sec. lFi-i3. 􀁅􀁡􀁣􀀺􀂷􀁾􀀭􀀺􀀧􀀺􀀧
􀁬􀀺􀀺􀀺􀁣􀀮􀀠Unless wai-:ed by t.he nirs-::::::-!:" cf Streets, beck-filling 􀁩􀁾􀀠any street opened or 􀁥􀁸􀁣􀁡􀁶􀁡􀁣􀁥􀁾􀀠􀁾􀁾􀁾􀀵􀁾􀁡􀁮􀁴􀀠to 6.n excavatic;:; 􀁰􀁥􀁲􀀺􀁮􀀺􀁾􀀠iss:;ed
􀁨􀁥􀁲􀁡􀀺􀀮􀀮􀀺􀁮􀁤􀁥􀁾􀀠shall be 􀁣􀁾􀁭􀁰􀁡􀁣􀀺􀀧􀀽􀁃􀀺􀀠t:: a 􀁭􀁩􀁾􀁩􀁭􀁕􀁫􀀠cry 􀁤􀁥􀁮􀁳􀀺􀁾􀁬􀀠cf 95% of stancard proctor densitYt 􀁷􀁩􀁾􀁾􀁩􀁮􀀠t:'ree percent 􀀨􀀳􀁾􀀩􀀠of a,:t:"'....m
moist<..lre. 􀁃􀁯􀁭􀁰􀁡􀁣􀁴􀁩􀁮􀁾􀀠shall :Je dcne 􀁾􀁾􀀠< ,by mec:'anical tam;ers or 􀁶􀀺􀁾􀁲􀁡􀁴􀁯􀁲􀁳􀀠by rolling in layers, 􀁡􀁾􀀠! d 􀁲􀁥􀁾􀁵􀁩􀁾􀁥􀁣􀀠by 􀁴􀁾􀁥􀀠soil in question
and sound 􀁥􀁮􀁑􀁩􀁮􀁥􀁥􀁾􀁩􀁮􀁇􀀠􀁰􀁲􀁾􀀺􀁾􀁩􀁣􀁥􀁳􀀠generally 􀁲􀁥􀁣􀁾􀁧􀁮􀁩􀁺􀁥􀁤􀀠in 􀁴􀁾􀁥􀀠􀁣􀁣􀁮􀁳􀁴􀁲􀁾􀁣􀁴􀁩􀁯􀁮􀀠industry. The 􀁄􀁩􀁾􀁥􀁣􀁾􀁯􀁲􀀠of Streets shal! have the right
to require 􀁴􀁥􀁳􀁴􀁩􀁮􀁾􀀠to 􀁤􀁥􀁴􀀽􀁾􀀬􀁩􀁮􀁥􀀠the compaction, and such testing shall be at the expense cf permittee. 􀁲􀁾oJ Sec. 16-80. 􀁄􀁲􀁾􀀠Back-Fillino. 􀁂􀁡􀁣􀁫􀀭􀁦􀁩􀁬􀁬􀁾􀁮􀁧􀀠up
to the first , <, 12 inches above the top of the utility pipes or similar installa-J tions shall be done in four inch to six inch layers. Each layer -21, , U 
is to be tamped by manual or mechanical means. Layers that are hand tamped shall not exceed four inches in thickness. Layers that are power tamped shall not exceed six inches in thickness.
The 􀁳􀁡􀁾􀁥􀀠requirements shall apply to the remainder of the back􀁦􀁩􀁬􀁬􀁩􀁮􀁾􀀠if tamping is the method used for back-filling. Back􀁦􀁩􀁬􀁬􀁩􀁮􀁾􀀠of all pipes of over 24 inches
in diameter shall be carried up to the spring line of the pipe in three-inch layers, with each layer moistened and thoroughly tamped 􀁷􀁾􀁴􀁨􀀠suitable mechar:ical e<;;u:'pment. The
back-fill around all pipes 24 i!'lches or less in dianeter shall be tamped as specified above to a 􀁤􀁥􀀻􀁾􀁨􀀠of 12 inches above the top of the pipe before any additicn:: , 􀁢􀁡􀁣􀁾􀀭􀀺􀀺􀁬􀁬􀁩􀁾􀁾�
�is ;laced 􀁴􀁾􀁥􀁲􀁥􀁣􀁾􀀮􀀠Sec. 16-81. 􀁂􀁡􀁣􀁫􀀭􀀺􀁾􀁬􀁬􀀠Material. Whenever any exc"':a-::::r1 􀁦􀁾􀁲􀀠􀁴􀁾􀁥􀀠􀁬􀁡􀁹􀁩􀁾􀁾􀀠cf pi;e is mace 􀁴􀁾􀁲􀁾􀁵􀁾􀁨􀀠rock, 􀁴􀁾􀁥􀀠pi;e sha::
􀁾􀁥􀀠laid six inches abcve the rock bcttom cf the trench and the space 􀁵􀁲􀀮􀁣􀁥􀁾􀀬􀀠arcunc anc six 􀁩􀁾􀁣􀁾􀁥􀁳􀀠above 􀁴􀁾􀁥􀀠pipe shall be bsck-:illec 􀁷􀁩􀁴􀁾􀀠clean 􀁲􀁩􀁶􀁥􀁾􀀠sand,
nen-corrosive 50il or one-quarter 􀁩􀁮􀁣􀁾􀀠􀁲􀁮􀀡􀁾􀁵􀁳􀀠gravel cr in accordance 􀁷􀁩􀁴􀁾􀀠􀁭􀁡􀁮􀁵􀁦􀁡􀁣􀁴􀁵􀁲􀁾􀀽􀀧􀁳􀀠􀁳􀁰􀁥􀁣􀁩􀁾􀁩􀁣􀁡􀁴􀁩􀁣􀁮􀀠if approved in writing by the Director
of Stree=s. 􀁂􀁲􀁣􀁫􀀦􀁾􀀠􀁾􀁡􀁾􀁾ment, large stones, and debris shall not be 􀁵􀁳􀁥􀁾􀀠in the baci<fill. Sec. 16-82. Back-:illinc of the Surface. 􀁂􀁡􀁣􀁫􀀭􀁦􀁩􀁬􀁬􀁾􀁮􀁧􀀠shall be
completed by placing the back-:i1.: 􀁭􀁡􀁴􀁡􀁲􀁾􀁡􀁬􀀠well \,;];1 c\'e!:' 􀁴􀁾􀁥􀀠top of 􀁴􀁾􀁥􀀠􀁴􀁲􀁥􀁮􀁣􀁾􀀮􀀠For dry back-filling, the material 􀁳􀁨􀁡􀁬􀁾􀀠be 􀁣􀁾􀁭􀁰􀁡􀁣􀁴􀁥􀁣􀀠􀁷􀁩􀁴􀁾􀀠a
rolle!:" of an appr':)v-=d type or wit:"1 t!1e raer -23
]of a 􀁴􀁲􀁾􀁣􀁫􀀠􀁣􀁡􀁲􀁾􀀧􀁬􀁩􀁮􀁧􀀠at 􀁬􂂬􀁡􀁳􀁾􀀠five tons until 􀁴􀁾􀁥􀀠􀁳􀁾􀁲􀁦􀁡􀁣􀁥􀀠is unyielding. The 􀁳􀁾􀁲􀁦􀁡􀁣􀁥􀀠shall 􀁴􀁾􀁥􀁮􀀠be graded as required. Sec. 16-83. Restoration
of Surface. The permittee shall restore 􀁴􀁾􀁥􀀠surface of all streets, broken into or damaged as a ] result of the excavation work, to its original condition in accordance 􀁷􀁩􀁴􀁾􀀠􀁴􀁾􀁥􀀠specific
ations of 􀁴􀁾􀁥􀀠Director of Streets. The permittee may be 􀁲􀁥􀁱􀁵􀁩􀁾􀁥􀁤􀀠to place a temporar/􀁳􀁾􀁲􀁦􀁡􀁣􀁥􀀠over openings made 􀁩􀁾􀀠paved traffic lanes. 􀁅􀁸􀁣􀁥􀁾􀁴􀀠when 􀁴􀁾􀁥􀀠􀁰􀁡􀁶􀁥􀁾􀁥
􀁮􀁴􀀠is to be replaced before 􀁴􀁾􀁥􀀠opening of the cut to traffic. the fill abcve the b=ttcm of 􀁴􀁾􀁥􀀠paving slab shall be mace 􀁷􀁩􀁾􀁾􀀠􀁳􀁵􀁩􀁾􀁡􀁢􀁬􀁥􀀠material well 􀁴􀁡􀁾􀁰􀁥􀁤􀀠into
place and this fill sha:: be suitable to 􀁲􀁮􀁡􀀡􀁾􀁾􀁳􀀡􀁾􀀠􀁴􀁾􀁥􀀠cpening in goed c=nditicn unt!l 􀁾􀁥􀀽OJ riu!:;e!1t 􀁲􀁥􀀺􀁳􀁴􀁾􀁲􀀽􀁴􀁩􀀮􀁣􀁲􀀮􀀠C.:l:1 !)e mace" The c:!":Jwn of
􀁴􀁾􀁥􀀠te;npCrs.C'I " .. i 􀁲􀁥􀀵􀁴􀁾􀁲􀁡􀁴􀁩􀁣􀁮􀀠􀁳􀁨􀁨􀁡􀀺􀁾􀀠net exceec one inch above 􀁴􀁾􀁥􀀠adjcininG pavement. The per:n:'ttee shall exer:::ise special care in making S;.lcn
. i 􀁴􀁥􀁾􀁰􀁣􀁲􀁡􀁲􀁊􀀠rest=rs.tions and must maint3in 􀁳􀁾􀁣􀁾􀀠restorations in . ? safe t:"2vel::'nc;; 􀁣􀁾􀁮􀁤􀁩􀁴􀁩􀁣􀁮􀀠until s;.lc!1 time as permanent restcr3􀁾􀀠tions are mace.
􀁔􀁾􀁥􀀠asphalt which is used shall be in 􀁡􀁣􀀺􀀺􀀺􀁾􀁲􀁤􀁡􀁮􀁣􀁅􀀠.: .i 􀁷􀁩􀁴􀁾􀀠􀁴􀁾􀁥􀀠􀁳􀁰􀁥􀁾􀀺􀀽􀁩􀁾􀁡􀁴􀁩􀁯􀁮􀀵􀀠of the Director of Streets. Permanent restoration of 􀁴􀁾􀁥􀀠street
shall be made by t!1e per:nittee in 􀁳􀁴􀁾􀀺􀀧􀁣􀁴􀀠acccrdance with the specifications prescribe') by the Directc:" cf Streets to restore t!1e street to its or:ginal and proper ccndition,
or a5 near as may be. Acceptanc8 or approval of any exc:l':aticn work. by the -24
Director of St::eets shall not: pre'lent t!1e City from asse::ting a claim against t!1e 􀁰􀁥􀀺􀀺􀁾􀁩􀁴􀁴􀁥􀁥􀀠and his or its sarety under t!1e sarety bond reqaired hereunder for incomplete
or defecti'le work if discove::ed wit!1in twelve (12) mont!1s from t!1e completion of the excavation wcrk. The Director of Streets' presence daring 􀁴􀁾􀁥􀀠􀁰􀁥􀁾􀁾􀁯􀁲􀁾􀁡􀁮􀁣􀀲􀀠of
any excavation 􀁷􀁯􀁲􀁾􀀠shall net rel!eve 􀁴􀁾􀁥􀀠perrnittee of its responsibilit:es 􀁨􀁥􀁲􀁥􀁵􀁮􀁤􀁥􀁾􀀮􀀠Sec. 16-8,:;' Citv's Richt to Restore S'l::::ace. If the per􀁲􀁮􀁩􀀺􀀧􀁾􀁥􀀧􀀲􀀠shall
ha',e failed t::> resto.re t!1e 􀁳􀁵􀁲􀀺􀀺􀁾􀁣􀁥􀀠of t!1e street to its original anc proper 􀁣􀁯􀁲􀀮􀁤􀁩􀁴􀁾􀁯􀁮􀀠upon the expiration of t!1e time 􀁦􀁩􀁸􀁥􀁾􀀠by 􀁳􀁵􀁣􀁾􀀠􀁰􀁥􀁾􀁩􀁴􀀠or
shall 􀁯􀁴􀁾􀁥􀁲􀁾􀁩􀁳􀁥􀀠have failed to 􀁣􀁣􀁾􀀻􀀺􀁥􀁾􀁥􀀠t;,e e:::·:::avation. wcrk 􀁣􀁾􀁶􀁥􀁲􀀺􀀺􀀺􀁣􀀠by sue!) 􀁾􀁥􀁲􀀺􀁮􀁩􀁴􀀬􀀠t:-te 􀁄􀁩􀁲􀁥􀁣􀁴􀁾􀁲􀀠c: 􀁓􀁴􀁲􀁥􀁥􀁾􀁳􀀬􀀠if he
􀁾􀁥􀀹􀁾􀁳􀀠􀁩􀁾􀀠􀁡􀁾􀁶􀁩􀁳􀁡􀁢􀁬􀁥􀀬􀀠shall have 􀁴􀁾􀁥􀀠􀁲􀁩􀁧􀁨􀁾􀀠t= do all necessary 􀁴􀁾􀀠􀁲􀁥􀁳􀁾􀁾􀁲􀁾􀀠􀁴􀁾􀁥􀀠st=eet anc to 􀁣􀁣􀁭􀁰􀁬􀁥􀁾􀀶􀀠􀁴􀁾􀁥􀀠􀁥􀁸􀁾􀁡vaticn wcrk.
T:te pe::o:nitt;e shall be liable for t!1€ act:JaJ. cost t!1ereof plus 251 of sach cost for general ove::head and 􀁡􀁣􀁾􀁩nist::=tive 􀁥􀁸􀁰􀁥􀁾􀁳􀁥􀁳􀀮􀀠The City shall have a caase
of action for a 11 fees, expenses and amc',mts paid out and ,j'ue it fer S'Jc:; work and shall apply in payment of the amount due it any 􀁦􀁾􀁮􀁣􀁳􀀠of the 􀁰􀁥􀁾􀁩􀁴􀁴􀁥􀁥􀀠deposited
as he::ein provided, and t!1e City shall also enforce its rights under the 􀁰􀁥􀁾􀁩􀁴􀁴􀁥􀁥􀀧􀁳􀀠surety bond provided pursaant to this Ordinance. It shall be the duty of the 􀁰􀁥􀁾􀁩􀁴􀁴􀁥􀁥􀀠to
guarantee and maintain the site of t!1e excavation work in t!1e same condition it was prier to the excsvation for one year after 􀁲􀁥􀁳􀁾􀁯􀁲􀁩􀁮􀁧􀀠ic to its -25
original condition. ] Sec. 16-85. 􀁔􀁲􀁥􀁮􀁣􀁾􀁥􀁳􀀠in Pioe tavina. Except by special 􀁰􀁥􀁾􀁩􀁳􀁳􀁩􀁯􀁮􀀠from the 􀁄􀁩􀁲􀁥􀁣􀁾􀁯􀁲􀀠of Streets, no trench shall be excavated mere than
250 feet in advance of pipe laying nor left unfilled more than 500 feet where pipe has been laid. The length of 􀁴􀁾􀁥􀀠􀁴􀁲􀁥􀁮􀁣􀁾􀀠that may be opened at anyone time shall not be ]
􀁧􀁲􀁥􀁡􀁴􀁥􀁾􀀠􀁴􀁾􀁡􀁮􀀠􀁴􀁾􀁥􀀠􀁬􀁥􀁮􀁾􀁴􀁾􀀠of pipe and the necessarl 􀁡􀁃􀁾􀀹􀁳􀁳􀁯􀁲􀁩􀁥􀁳􀀠]which are available at the site ready to be put in place. Trenches shall be braced
and sheathed according to generally J 􀁡􀁣􀁾􀁥􀀿􀁴􀁥􀁤􀀠safety 􀁳􀁴􀁡􀁮􀁤􀁡􀁲􀁾􀁳􀀠for 􀁣􀁾􀁮􀁳􀁴􀁲􀁾􀁣􀁴􀁩􀁑􀁮􀀠􀁷􀁯􀁲􀁾􀀠as 􀁰􀁲􀀽􀁳􀁣􀁾􀁩􀀽􀁥􀁤􀀠by 􀁴􀁾􀁥􀀠Director of Streets. No
timber bracing, lagging, 􀁳􀁨􀁥􀁡􀀺􀁨􀁩􀁮􀁾􀀠, er ether l-'.lrnber shall be left in any 􀁴􀁲􀁥􀁮􀁣􀁾􀀮􀀠Sec. 16-86. Promcc Ccmcletion of Work. 􀁰􀁲􀁾􀁳􀁥􀁣􀁾􀁴􀁥􀀠􀁷􀁩􀁾􀁾􀀠􀁤􀁾􀁬􀁩􀁧􀁥􀁮􀁣􀁥􀀠and
􀁥􀁸􀀻􀁥􀁤􀁾􀁴􀁾􀁣􀁮􀀠all excsvaticn wcrk cove=ec by 􀁴􀁾􀁥􀀠􀁥􀁸􀁾􀁡􀁶􀁡􀁴􀁩􀁣􀁮􀀠􀁰􀁥􀁾􀀡􀁴􀀠anc shall prcmptly 􀁣􀁾􀁲􀁲􀀬􀀹􀀱􀁥􀁣􀁥􀀠􀁳􀁾􀁣􀁨􀀠work and 􀁲􀁥􀁳􀁴􀁾􀁲􀁥􀀠􀁴􀁾􀁥􀀠􀁳􀁾􀀽􀁥􀁥􀁴􀀠to
its original 􀁣􀁾􀁮􀁤􀁩􀁾􀀡􀁃􀁮􀀬􀀠or as near l as may be, as seen as practicable and in any event nct later than the date spec:!.:iec i:1 the excavation pe:::nit 􀁴􀁾􀁥􀁲􀁥􀀺􀁣􀁲􀀮􀀠..l
Sec. 16-B7. Urcent Work. If in his 􀁪􀁵􀁤􀁾􀁥􀁮􀁣􀀬􀀠traffic conditions, 􀁴􀁾􀁥􀀠safety or 􀁣􀁾􀁮􀁶􀁥􀁾􀁩􀁥􀁮􀁣􀁥􀀠of the 􀁴􀁲􀁡􀁶􀁥􀀺􀁾􀁮􀁧􀀠publ:c cr the q. , public interest require
􀁴􀁾􀁡􀁴􀀠the excavation work be 􀁰􀁥􀁲􀁦􀁯􀁾􀁥􀁤􀀠as :J emergency 􀁷􀁯􀁲􀁾􀀬􀀠the Director of Streets with the consent of the City Manager, if 􀁴􀁾􀁥􀀠excavation is within 300 feet
of a residerlce, shall h.a.'/e full pewer to order, at t!1e time the pe=it is granted, 􀁴􀁾􀁡􀁴􀀠a c=aw of men and adequate 􀁦􀁡􀁣􀁩􀁬􀁾􀁾􀁩􀁥􀁳􀀠be err.;:oyed , , 1 . ,-26
by tie per;ni ttee 24 hours a day t::> tie end tiat s'-lch exca'lacion 􀁷􀁯􀁲􀁾􀀠may be completed as soon as possible. Sac. 16-88. Emeraenc? Action. In the event of any eme!:"ency in
whic!'l a se'''er or water main, conduit or utilit", . _ " 􀁾􀁮􀀠or under any street breaks, bursts or other-dse is in suc!'l c::>nclition as to immediately endanger the property, life,
􀁨􀁥􀁡􀁬􀁴􀁾􀀠or sa::ety of any i!1eividual, the person owning or contro1lin,; S'-lc!'l Sa"oie:::-, main, ccnduit or utility, 􀁷􀁩􀁴􀁾􀁯􀁵􀁴􀀠fi!:st ap]?lying for and oC1:ainin,; an
excavation 􀁰􀁥􀁾􀁩􀁴􀀠he!:eunde!:, shall immediately take 􀁩􀀿􀀽􀀭􀁾􀁉􀀽􀁥􀀡􀀺􀀧􀀠emerge!1c:! meas'.;res 􀁴􀁾􀀠C'..1re or remedy the 􀁤􀁡􀁮􀁧􀁥􀁾􀁯􀁵􀁳􀀠􀁣􀁾􀁮􀁤􀁾􀁾􀁩􀁯􀁲􀀮􀁳􀀠􀁦􀁾􀁲􀀠the
􀁰􀁲􀁾􀁴􀀽􀁣􀁴􀁩􀁣􀁮􀀠of property, li:e, 􀁨􀁥􀁡􀁬􀁴􀁾􀀠and sa=et1 􀁦􀁡􀁣􀁾􀀱􀀺􀁴􀀷􀀠shall apply fer an excavation 􀁰􀁥􀁾􀁩􀁴􀀠not later 􀁴􀁾􀁡􀁾􀀠tje St=eets ' office is open f=r business,
and 􀁳􀁾􀁡􀁬􀁬􀀠not 􀁰􀁲􀁾􀁣􀁥􀁥􀁤􀀠􀁷􀁩􀁾􀁾􀀠􀁰􀁥􀁾􀁡􀁮􀁥􀁮􀁴􀀠re?airs 􀁷􀁾􀁾􀁾􀁣􀁵􀁴􀀠first obtaining an 􀁥􀁾􀁣􀁡􀁶􀁡􀁴􀁩􀁣􀁮􀀠􀁰􀁥􀁾􀁩􀁴􀀠Sec. 16-89. Noise. D>.;st anc De::ri5. Each
per:nittee s::all ::::::nch.lct ane carry out 􀁴􀁾􀁥􀀠excavation work i:l s'-lch manner as t::> a'lcid unnecessar-j inconvenie!1ce and annoyance to tbe general puc lie and occupants
of neighboring 􀁰􀁲􀁯􀁰􀁥􀁲􀁾􀁹􀀮􀀠The pe!:mittee shal: take appro]?riate measures to reduce to the f'-lllest extent 􀁾􀁲􀁡􀁣􀁾􀁩􀁣􀁡􀁢􀁬􀁥􀀠in the 􀁰􀁥􀀡􀀺􀀽􀀺􀀺􀀾􀁾􀁡􀁮􀁣􀀻􀀠of t!'le
excavation 􀁷􀁯􀁲􀁾􀀬􀀠noise, dUE":' and unsightly debris and during t!'le hours of 10,00 p.m. and -; :00 a.:'iL. shall not USE, except with the e:<:;ress w::itten pe!:"-2i
,-----'--_._---.__ .miss ion of 􀁴􀁾􀁥􀀠Ci::1 Manage!: I or in case of an emergency as he!:ein 􀁯􀁴􀁨􀁥􀁾􀁎􀁩􀁳􀁥􀀠provided, any tool, appliance or equipment 􀁰􀁲􀁯􀁤􀁾􀁣􀁩􀁮􀁧􀀠noice
of sufficient volume to dist'.tr;' 􀁴􀁾􀁥􀀠sleep or repose of 􀁯􀁣􀁾􀁵􀁰􀁡􀁮􀁴􀁳􀀠of 􀁴􀁾􀁥􀀠neighboring prope!:ty. Sec. 16-90. P:::eser.,ation of Monuments. The per:nittee shall not
dis:::;r;, any s'Jr::ace monu:Clents or hubs foand on the l:'ne cf :1 excavation wcrk until approved to do so by the Di!:ector of , JStreets. 􀁓􀁥􀁾􀀮􀀠16-90.. 􀁉􀁮􀁳􀁮􀁥􀁣􀁾􀀺􀀧􀁣􀁮􀁳􀀮􀀠The
􀁄􀁩􀁲􀁥􀁣􀁴􀁾􀁲􀀠of Streets shall 'J make 􀁳􀁾􀁣􀁨􀀠inspections as ar3 reasonably necessary in 􀁴􀁾􀁥􀀠enfcrce1 ment of this Orjinance. The Director of Streets shall have the d aut;,cri
to 􀁰􀁲􀁣􀁭􀁊􀁬􀁧􀁡􀁾􀁥􀀠anc 􀁣􀁡􀁾􀁳􀁥􀀠to be enfcrced such reqJlations as may be reasonably necessary to enforce out 􀁴􀁾􀁥􀀠intent 0= 􀁴􀁾􀁩􀁳􀀠􀁃􀁲􀀽􀀺􀁾􀁡􀁮􀁣􀁥􀀮􀀠Sec. 16-90b.
Ma 1.:1ta1.n Drawincs. Users of sub-sur:ace , :' st=eet space shall maintai:1 ac::urate drawings and plans 􀁳􀁨􀁣􀁾􀀬􀀬􀀻􀁩􀁮􀁧􀀠􀁣􀁾􀀠the location and charac::e!: of all unde!:ground
str:;c::'.tres. Sec. l6-90c. Aoolicscil;tv of Ordinance to City Wcrk anc Utilit., Comoanies. The provisions of this Ordinance shall nct be applicable to any excavation work under the
direction of a competent city 􀁡􀁵􀁴􀁾􀁯􀁲􀁩􀁴􀁹􀀠by 􀁥􀁾􀀹􀁬􀁯􀁹􀁥􀁥􀁳􀀠of the City. Any contractor of the City per=orilling worK for or in behal= of 􀁴􀁾􀁥􀀠City 􀁮􀁥􀁣􀁥􀀵􀁳􀁾tating
openings or excavat:ons in streets shall comply wi:h 􀁴􀁾􀁩􀀵􀀠􀁏􀁲􀁾􀁩􀁮􀁡􀁮􀁣􀁥􀀠unless 􀁴􀁾􀁥􀀠􀁄􀁩􀁲􀀹􀁣􀁾􀁾􀁲􀀠of Streets shall, in writing, waive compliance of the 􀁲􀁥􀁱􀁵􀁩􀁲􀁥􀁾􀁥􀁮􀁴􀁳􀀠of
this Ordinance upon 􀁴􀁾􀁥􀀠􀁴􀀽􀁾􀁳􀀠: 􀁾􀀠, , " -28
and 􀁣􀁾􀁮􀁤􀁩􀁾􀁩􀁯􀁮􀁳􀀠he deems 􀁮􀁥􀁣􀁥􀁳􀁳􀁡􀁾􀁬􀀮􀀠All 􀁰􀁲􀁾􀁶􀁩􀁳􀁩􀁯􀁮􀁳􀀠of this Ordinance shall be applicable to public utility companies and their contractors, except the
prevision which requires the payment of a per:nit f es and the provis ion which requires a silrety bone provided such utility company has agreed to 􀁩􀁮􀁤􀁥􀁾􀁮􀁩􀁦􀁹􀀠the 􀁃􀁩􀁴􀁾􀀠against
damage anc losses covered by the bond. Sec. l6-90d. Insurance. A per:nittee, prior to the commence!nent of excavation work hereunder, shall f-.,lrnish to the 􀁄􀁩􀁲􀁡􀁣􀁾􀁯􀁲􀀠of 􀁓􀁴􀁲􀁥􀁾􀁴􀀤􀀠􀁳􀁡
􀁴􀁩􀁳􀁦􀁡􀁣􀁾􀁣􀁲􀁹􀀠evidence in writing that 􀁴􀁾􀁥􀀠􀁰􀁥􀁾􀁩􀁴􀁴􀁥􀁥􀀠has in force and will maintain in force during the perfor.nance of the excavation work and the period of t'1e
exca-:a-;:icr. pe.'!.:':":\it public 1:=.:::'1:'':.7 􀁩􀁮􀁳􀁾􀀽􀁡􀀺􀀱􀁣􀁾􀀠:.')t not less than 5_0'),00J 􀁦􀁾􀁲􀀠anyone person and $300,000 for anyone accident and proper-;:y ccr.'.a<;e
i:1s;J!"snce of nc'C 19S:1 t::"lan S50,000 c>.lly iss',J€::: by cr'. insur=nce 􀁣􀁣􀁭􀁰􀁣􀁾􀁹􀀠􀁡􀁵􀁾􀁾􀁣􀁲􀁩􀁺􀁥􀁤􀀠to de business 􀁩􀁾􀀠this State. However, if the Director or Streel:S
deter:nines that the cost of the excavation to be per=cr:ned by per:nittee exceeds S50,000, then the 􀁄􀁩􀁲􀁥􀁣􀁾􀁯􀁲􀀠of St=aets r at his 􀁤􀀺􀁳􀁣􀁾􀁥􀁴􀁩􀁯􀁮􀀬􀀠may 􀁲􀁥􀁱􀁵􀁩􀁾􀁡􀀠􀁴􀁾􀁥􀀠per􀁭􀁩�
�􀁾􀁥􀁥􀀠􀁴􀁾􀀠􀁭􀁡􀁩􀁮􀁴􀁡􀁩􀁾􀀠in for=e 􀁤􀁾􀁲􀀺􀁾􀁧􀀠the 􀁰􀁥􀁲􀁦􀁯􀁲􀁾􀁡􀁮􀁣􀁥􀀠of the excavation wc::-k anc 􀁴􀁾􀁥􀀠pe:=:'oc cf e;:c:=";ation per:nit public 􀁩􀀺􀁬􀁳􀁜􀁊􀀡􀀺􀀢􀀧􀁾􀁮􀁣􀁥􀀠not
less than Sl,OOO,OOO for anyone person and $3,000,000 for any one 􀁡􀁣􀀽􀁩􀁤􀁥􀁮􀁾􀀠and property dama£e insurance not less t'1an $300,000, duly exec-..lted by an i:ls"rance c::Jmpany
authorized to do business in this State. Sec. 16-90e. Liabilit? of Cic? This Ordinance shall net 􀀭􀀺􀁾
1 be c::mst::-ued as imposing u;;on the City or any official or employee any liability or responsibility for damages to any person 􀁩􀁮􀁾􀁵􀁲􀁥􀁤􀀠by 􀁴􀁾􀁥􀀠pe!:"for:aance of any excavation
work for which an excavation pe=it is issued hereunde!:"; nor shall the Cit] or any official or employee thereof be deemed to have assumed any 􀀭􀁾􀀠such liability or 􀁲􀁥􀁳􀁰􀁣􀁮􀁳􀀺􀁾􀁩􀁬􀁩􀁴􀁹􀀠by
reason of inspections ] authorized hereunder, t:,e issuance of any pe=it or the appr:lVal of any excavaticn work. Sec. l6-90f. 􀁕􀁮􀁬􀁡􀁷􀁦􀁾􀁬􀀠Activities. It shall be unlawful for
] any person to injure, cafac,;, destr::lY unlawf"ully, willLil:y ane malcicusly, any pi;;es, catles, lines, belonging to the 􀁔􀁣􀁾􀁾􀀠::If ] but not 􀁬􀁩􀁭􀁩􀁾􀁾􀁾􀀠t:, gas, 􀁥􀁬􀁥􀁣􀁾􀁲􀁩􀁣􀀬􀀠􀁴�
�􀁬􀁥􀁾􀁨􀁣􀁮􀁥􀀠􀁡􀁾􀁣􀀠􀁣􀁾􀁾􀁬􀁥􀀠T.V. 􀁓􀁴􀁃􀁾􀀡􀁏􀁎􀀠2. Any pe!:"son, fi= or cer;;oration violatinf any 0: the previsions of this Orjinance, Shall upon commission ce deemed 􀁧􀁵􀁾􀁬􀁴􀁹􀀠cf
a 􀁭􀁩􀁳􀁤􀁥􀁾􀁥􀁡􀁮􀁣􀁲􀀬􀀠and shall be subject to a 􀁦􀁦􀁾􀁾􀁥􀀠.. j net to exceed the SUP of T·...o Hundred and no/:;'OO Dollars (5:00.00) ;;., for 􀁥􀁡􀁣􀁾􀀠offense, and 􀁥􀁡􀁣􀁾􀀠day
􀁳􀁾􀁣􀁨􀀠violation 􀁣􀁯􀁮􀁴􀁩􀁾􀁵􀁥􀁳􀀠􀁳􀁾􀁡􀁾􀁬􀀠_0 . , 􀁣􀁯􀁮􀁳􀁴􀁩􀁾􀁡􀁴􀁥􀀠a separata 􀁯􀁦􀀽􀁥􀁾􀁳􀁥􀀮􀀠" 􀁾􀀠SECTION 3. That all ordinances of t!:le Ci::.y in 􀁣􀁣􀁾􀀺􀀺􀀺􀀧􀀺􀀧􀂷􀀮􀀺􀁾􀀠wi
+-h the pro'lisions of this or:ii:1.ance be, and the same are he!:'o:OY ,.;1 repealed and all ot!:ler ordinances of the City not in ccn:::c::' with the provisicns of 􀁴􀁾􀁩􀁳􀀠ordinance
shall remain in 􀁦􀁾􀀺􀀺􀀠force and effect.. Th-t s"o·'·c" anY parae-anon c 􀁾􀀧􀁤􀀢􀀧􀀮􀁃􀁾􀀺􀁾􀁬􀁩􀀭SC:C':ION 4 .. .. a. I......... .. _ _ :,., 􀁳􀀽􀁾􀀢􀀬􀁴􀁥􀁮􀁣􀀢􀀧􀁟􀀬􀀠_.........
. , ,• ..l-30. 1 . I I 
sion, clause, phrase or section of 􀁴􀁾􀁩􀁳􀀠ordinance be adjudged or be 􀁨􀁥􀁬􀁾􀀠to be unconstitutional, ille;al or invalid, 􀁴􀁾􀁥􀀠􀁳􀁡􀁾􀁥􀀠shall not affect 􀁴􀁾􀁥􀀠validity of
this ordinance as a whole or any part or provision thereof other 􀁴􀁾􀁡􀁮􀀠􀁴􀁾􀁥􀀠part so decided to be i:1valid, illegal, or unconstit·Jtional. SECTION 5. The fact that the present
Coce dees net 􀁾􀁲􀁣􀁶􀀺􀁤􀁥􀀠for the regulation of opening and excavating streets, alleys, 􀁳􀁾􀁤􀁥􀁾􀁡􀁬􀁫􀁳􀀬􀀠and 􀁯􀁴􀁾􀁥􀁲􀀠publ!c ground and is 􀁴􀁾􀁥􀁲􀁥􀁦􀁯􀁲􀁥􀀠􀁩􀁮􀁡􀁤􀁥􀁾􀁵􀁡􀁴􀁥􀀠to
properly safeguard the general public, hea:th and safety, creates an emer;ency and an imperative public necessity, and the 􀁣􀁲􀁾􀁩nance sha:l take , ef:ect anc be in force 􀁦􀁲􀁾􀁭􀀠and
after 􀁩􀁾􀁳􀀠􀁡􀁣􀁣􀁾tion. DUL" P.''..S5ED BY THE CITY COUNCIL OF TEE TOWN OF 􀁁􀁄􀁩􀁊􀁉􀁓􀁃􀁾􀀺􀀬􀀠cay cf _________, 1985. MA!'OR CITY Sl:;CRE':'ARY -31
':') :, 􀁾􀀠] ] J '1 J ] J '_ ..t " ,, 1 ,j 
APPENDIX B EXCAVATION ORDINANCE NO. 084-051 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
, J 9 j ] 'f .J .i .,, 
ORDINANCE NO. 084-051 􀁫􀁾􀀠ORDINANCE OF THE TOWN OF ADDISON. TEXAS. AMENDING CHAPTER 5 OF THE CODE OF ORDINANCE BOOK OF THE TOT.1N OF APDISON. TEXAS. PROVIDING FOR INTENT AND PURPOSE;
PROVIDING FOR PROHIBITING EXCAVATION. ERECTION. CONSTRUCTION OR DEMOLITION AT NIGHT I PROVIDING FOR AN EXCEPTION; PROVIDING FOR A PERMIT, PROVIDING FOR PENALTIES; PROVIDING FOR CONFLICTING
SECTIONS, PROVIDING FOR A REPEAL CLAUSE; PROVIDING FOR SEVERABILITY; AND DECLARING 􀁾􀁾􀀠EMERGENCY. BE IT ORDAINED BY THE CITY COUNCIL OF THE TO':i:'l OF ADDISON. TEXAS: SECTION 1. That
the Code of Ordinance Book of the Town of Addison. Texas. is hereby amended by adding Section 5-37.5 to read as follows: Sec. 5-37.5. Prohibiting excavation. construction or demolition
at night. (a) Intent and purpose. The City Council of 􀁾􀁨􀁥􀀠Town of Addison finds and declares that: 1. The uncontrolled excavation, erection. construction or demolition at night upon
􀁢􀁵􀁩􀁬􀁤􀁩􀁮􀁾􀁳􀀠or structures presents an inconvenience or danger to the welfare and safety of those persons 􀁲􀁥􀁳􀁩􀁤􀁩􀁮􀁾􀀠within or near the buildings or structures worked upnn.
2. Such nocturnal activity causes inconvenience or danger to those persons residing within or near the buildings or structures worked upon so as to constitute a public nuisance. 3. It
is matter of public necessity that the Town of Addison protect those persons residing within or nenr the buildings or structures worked upon from the danger posed by such nocturnal activity.
4. The provisions and prohibitions hereinafter contained 1 
and enacted are in pursuance of and for the morals ....1.· and general welfare of persons in the Town of Addison"j 5. There is an immediate and present danger presented by the above
described uncontrolled nocturnal activity, 􀀧􀀮􀁾􀀠creating an emergency. j (b) Unlawful activity. It shall be unlawful for a person,firm or corporation to excavate, erect, build, construct,
alter, repair or demolish any building or structure between the hours of 7:00 p.m. and 7:00 a.m., Mondaythrough Friday, and between the hours of 7:00 p.m. and 8:00 a.m. on Saturday and
Sunday, if such activity is performed within a residential, apartment or townhouse zoned area, or within 300 feet of an occupied residence, except in cases of urgent necessity or in
the interest of public safety and convenience, and then only by permit of the City Manager. ] 1 .1 (c) The provisions of this section shall not apply to city and utility 􀁣􀁯􀁭􀁰􀁾􀁮􀁹􀀠when
engaged in the installation or repairof utility lines situated within such buildings or Structures. SECTION 2. That any person, firm, or corporation violating any of the provisions of
this ordinance shall upon commission be deemed guilty of a misdemeanor, and shall be subject to a fine not to exceed the sum of Two Hundred Dollars (S200.00) for eAch '; offense, and
each dav such violation continues shall constitute a separate offense. Further more, the construction or 􀁢􀁵􀁩􀁬􀁤􀁩􀁮􀁾􀀠-, permit of a person, firm or corporation may be revoked if
said person, 􀁦􀁩􀁾􀁾􀀠or corporation continues violating any of the provisions of this ordinance. SECTION 3. That all ordinances of the City in conflict . , with the provisions of this
ordinance be, and the same are herebv repealed and all other ordinances of the city not in conflict with the provisions of this ordinance shall remain in full force ,: 5 and effect.
:: ..J 2 
SF-CTION 4. That should any paragraph, sentencp, subdivision, clause, phrase or section of this ordinance bp.adjudged or be held to be unconst.itutional, illegal or invalid, the same
shall not affect the validity of this ordinance as a wholp. or any part or provision thereof other than the part so decided to be invalid, illeg?l. or unconstitutional. SECT;:m1 5. The
importance ef this ordinance creatp.s ar. emergency ,md an imperative public, necp.ssity, and the ordinancE' shall take effect and be inforce from and after its adoption. 􀁄􀁴􀁾􀁙􀀠PASSED
RY THE CITY COUNCIL OF TFE TOWN OF 􀁁􀁄􀁄􀁉􀁓􀁏􀁾􀀬􀀠TEXAS, on this the 24th day of Julv, MAY ATTEST: rs 3 
1j J 1J J -, 
APPENDIX C WAGE RATE RESOLUTION NO. R88-091 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
,."'J ] 1 ] 9 J ] · , · ,! j · '. 1 , , 
RESOLUTION NO. R8S-091 A RESOLUTION OF THE TOWN OF ':\DDI50N, TEXAS, 􀁁􀁄􀁏􀁐􀁔􀁉􀁾􀁬􀁇􀀠A SC3EDULE FOR 􀁇􀁅􀁾􀁅􀁾􀁾􀁌􀀠􀁐􀁒􀁅􀁖􀁁􀁉􀁾􀀺􀁎􀁇􀀠􀁾􀁾􀁔􀁅􀁓􀀠OF PER 􀁄􀁉􀁅􀁾􀀠WAGES FOR PUBLIC
WORKS PROJECTS. WHEREAS, Article 5l59a of Texas Revised Civil 􀁓􀁴􀁡􀁴􀁾􀁴􀁥􀁳􀀠requires a municipality to ascertain 􀁴􀁾􀁥􀀠general prevailing rate of per diem wages for public 􀁷􀁯􀁲􀁾􀁳􀀠projects
in the locality; NOW, T3EREFORE, BE IT RESOL7ED 􀁂􀁾􀀠THE CITY COUNCIL OF THE TOWN OF ADDISON, TEXAS: That, 􀁴􀁾􀁥􀀠Highway, Heavy, Ut:lities & Industrial Branch schedule 􀀨􀁴􀁾􀁥􀀠"Schedule")
attached herlto as Exhibit "An and incorporated herein by reference, 􀁡􀁣􀁣􀁾􀁲􀁡􀁴􀁥􀁬􀁹􀀠reflects 􀁴􀁾􀁥􀀠general prevailing rata of per diem wages in the area; and That, the City
Council here=y adepts the Schedule attached hereto as Exhibit "An as the 􀁰􀁲􀁥􀁾􀁡􀁩􀁬􀁩􀁮􀁧􀀠rate of per diem wages tor public works projects 􀁰􀁥􀁲􀁦􀁯􀁲􀁾􀁥􀁤􀀠in the Town of Addison,
Texas, and its vicinity; and 􀁔􀁨􀁡􀁴􀁾􀀠the Schedule shall be 􀁾􀁡􀁤􀁥􀀠􀀠a part of everv Contract . for public work on behalf of the 70wn of Addison, Texas. and shall be made a part
of every ca:1 for bids for such contract; and That, 􀁾􀁵􀁲􀁳􀁵􀁡􀁮􀁴􀀠to state law, the 70wn of Addison, !Ixas. intends that the contractor to whom the public works contract is awarded,
and upon every subcontractor working under him, pay to all laborers, workmen and mechan!cs 􀁥􀁾􀀿􀁬􀁯􀁹􀁥􀁤􀀠by them in the exe
1 '1· ,•.J cution of the contract rates not less than those listed on the Schedule. DULY PASSED BY THE CITY COUNCIL OF THE TOWN OF ADDISON, j TEXAS, th is the 8th day of November , 1988.
] ATTEST: 􀁃􀁉􀁔􀁙􀁾􀁒􀁅􀁔􀁁􀁒􀁙􀀠j · , -: · ,. •.1 ... 
Ace or 'l.'1I11111 IIIGHIIIIY, IlI1I1Vi, UTILITrBS " IRDUSTRIIIL BRA.CII 8ltPTlIIIIIIIR 1988 1111GB RA'l'IIS PAID ron IIIGIIIIIIY-UEAVi CO.STRUCTIOII UD PAVIII'O UO IlTILlTIIIS IIiCIDBRTAL
TO GIIIIBIUIL IlUILDIII'G COISTIlUCTIOU, ZONE 36, !fIlICII. IlICLUDIt6. DALLAS COUN'I'Y 􀁾􀀬􀀮􀁯􀁬􀁦􀁬􀁣􀁁􀁴􀁬􀀨􀀩􀁮􀀠t10urly nate Air !001 Operator 'J. 50 Asphalt floater Operator 0.00
Asphalt 􀁉􀁬􀁾􀁫􀁥􀁲􀀠.. 9'.00 Asphalt Shoveler 8.25 Batch1ng Plant Scnle Operator a.S0 􀁡􀁾􀁴􀁴􀁾􀁲􀁢􀁯􀁡􀁲􀁤􀀠Setter 6.45 􀁃􀁡􀁲􀁰􀁥􀁮􀁴􀁥􀁲􀁾􀀠Rough 9.10 Carpenter 􀁈􀁾􀁬􀁰􀁦􀁩􀁲􀁦􀀠Rough
7.16 Concrete Finisher (Pav} 9.20 ConCrete Finisher Hlpr. (Pnv) 7.40 Concrete 􀁲􀁩􀀬􀁾􀁉􀁄􀁢􀁥􀁲􀀠(Stes) 6.90 Concrete Fln1Sher IIlpr. (Stu} 6.90 Concrete Rubber 7.00. Electrician 12.25
Electric1an IIp.lpcr (Sr.) 10.2() ElectrlC!DO Ileiper (Jr., fl.75 Form 􀁮􀁵􀁩􀁬􀁤􀁾􀁲􀀠(Strs) 6.20 􀁆􀁯􀁲􀁾􀀠Dullder Iiolper ISLrs, 6.90 􀁲􀁯􀁲􀁾􀀠􀁾􀁪􀁮􀁥􀁲􀀠(Pav & Curnl 0.50 􀁆􀁯􀁲􀁾􀀠Setter
{PaY & Curb} 8.55 r"rm Settee Illpr. (Pav (, Curb) 7.50 form Setter (Strz} fJ.10 lorm Setter Ilelpor (Stes) 6.80 Labore r, COlfllllon 6.10 Laborer, Utility 7.05 Hechtm1c 10.00 Mechnnic
IlelpH 0.90 Oller 8.50 SorV1cer 7.55 Painter '5 tn, 1 16.6El Plpelayer 7.45 P1pelayer Helper 6.50 PJlftumatlc Mortar 􀁏􀁰􀁥􀁲􀁾􀁴􀁯􀁲􀀠6.00 POWEll I'lQUII'IIII!!T OPEIUI'l'OnS, Asphalt
DI.trlbutor 7.65 Asphalt I'avlng Machine 6.95 􀁡􀁲􀁯􀁯􀁾􀀠or Sweeper Oper 8.75 Bulldozer, 156 􀁾􀁐􀀠& leeo I!. 05 Dulldotcr, Over 150 liP 9.05 Concrete 􀁐􀁾􀁶􀀮􀀠CllrJnq Machine 6.40
Concrete Pa•• Plnlshing linch. 9.05 concr.te 􀁉􀀧􀁾􀁶􀀮􀀠Form Grader 9.75 Concrete·Pav. Joint Machine a.oo Concrete Paving Saw 8.30 Concrete Paving Spreader 8.60 􀁃􀁲􀁮􀁮􀁥􀁾􀀠Clamshell,
DBckl,oft l 9.10 Derrick, Drag11nc, Shovel (I••• tnan 1 112 CY) Crane, Clamnbell, Oackhoe, 9.86 Derrlek, Dra911"e, Sl,ovel \1 1/2 CY & over) Crusher or scrn'g Plant Oper. 6.66 For_ Loader
6.40 Foundation Drl11 Operator 10.05 !Truck Mount;ed) Pront 2nd Loader 8.30 12 1/2 CY & leaBI front End Loader 8.95 lOver Z 1/2 Cil Mixer 116 cr , Le.sl 6.60 Motor 􀁇􀁲􀁡􀁤􀁤􀁾􀀠Qperaror,
rlne 9.75 'I'R)(AS Cl!1u1f I "at1on Hourly Bate fQttER EQUIPMEnT OPSRATORS, COlT. Roller, Steel IIheel IOther 8.05 Flat Wheel or 􀁔􀁡􀁾􀁰􀁩􀁮􀀹􀀱􀀠 􀁒􀁯􀁬􀁬􀁥􀁲􀁾􀀠Pneumatic {Self 7.10
Prop.Hedl Scrapers (17 CV & Less) '1.96 Scrapers lOver 17 CII 8.30 Selt-Propelled Hammer 6.00 Side Doom 6.00 Tractor (crawler) 15011P & 8.00 Lees 􀁾􀁲􀁡􀁣􀁴􀁯􀁲􀀠􀀨􀁃􀁲􀁡􀁷􀁬􀁾􀁲􀀩􀀠Over
15011? B.30 Tractor {pneumatlcl a011P & 7.35 LeEs 􀁔􀁲􀀳􀁾􀁴􀁯􀁲􀀠(Pneumatic) Over 7.40 60 liP Travelln9 Mixer 7.25 Trenchiog Machine, Light 7.60 Trenchlllq !lachine I Ilcavy 6.00 Reintorcing
􀁓􀁾􀁥􀁥􀁬􀀠Setter 7.60 (Paving) 􀁮􀁑􀁬􀀢􀁴􀁑􀁲􀁣􀀱􀁮􀁾􀀠Steel SettGr (Strol Reinforcing Steel Setter 7. 20 Ilelper Sign Erect.or 8.30 Sign Erector ltelper 7.10 Spreader Box Operator
7.30 I.!\!!£.1t DRIVI!RS. Single Axle. 􀁾􀀱􀁧􀁨􀁴􀀻􀀠7.15 81n91e Axle, Heavy 7.40 TanGern AXle or Semltrailer 7.15 Lowboy-Float: 1.90 Transit; Hlx 7.26 Winch 1.00 lIelder 9.65 􀁆􀁬􀁾􀁱􀁱􀁥􀁲􀀠5.75
H1111ng Machine Operator 8.05 Cunl:ractQr shall cOlltply \11th 11th Slote tlllt! Vetleral lows n.PI,Ucahle tC'l such work. 'fhe obova are mlnJmum ttlt:i,!$. 􀁮􀁬􀁩􀀮􀁨􀁬􀁬􀀡􀁲􀁾􀀠shull
base theh' bios on rotes they cXJl"C!ct to pay if In excess of those 1isted. The Owner loll] I nIle consider c1llttnfi rC'lt C');,tril Ilay.IIt'IIL III lilt' t:HlILnh'!.ll!' till :u*n.unl
of p.::oymcnt of 􀁗􀀺􀀧􀁬􀁾􀁃􀁓􀀠h1gher ChilO ;lbovc: 􀁓􀁬􀁬􀁣􀁣􀁩􀁦􀁩􀁥􀁤􀁾􀀠 Ally work perfoflnt:!d by nny InburC!r I Wurkm,1o or mechanic in exceSS of forty (40) hours per week of
who work on leg;II hollunyS shall uc paJ.d for at one and oue-hill r (1-1:1) times the regulClf ratc. 
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APPENDIX D ORDINANCE NO. 084-051 REGULATING HOURS OF CONSTRUCTION RESIDENTIAL AREAS 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS GINN, INC.-CONSULTING ENGINEERS PROJECT
NO. 90433 
] ] ] ] .' J . 1 1 , 1 --j 
ORDINANCE NO. 084-051 A.."'l ORDINANCE OF THE TOWN OF ADDISON, TEXAS. AMENDING CHAPTER 5 OF TRE CODE OF ORDINANCE BOOK OF THE Tmm OF ADDISON. TEXAS, PROVIDING FOR INTENT 􀀦􀁾􀀠PURPOSE;
PROVIDING FOR PROHIBITING EXCAVATION, ERECTION, CONSTRUCTION OR DEMOLITION AT NIGHT; PROVIDING FOR AN EXCEPTION; PROVIDING FOR A PERMIT; PROVIDING FOR PENALTIES; PROVIDING FOR CONFLICTING
SECTIONS; PROVIDING FOR A REPEAL CLAUSE; PROVIDING FOR SEVERABILITY; AND DECLARING AN EMERGENCY. BE IT ORDAINED BY THE CITY COUNCIL OF THE TOWN OF ADDISON. TEXAS: SECTION 1. That the
Code of Ordinance Book of the Town of Addison, Texas, is hereby amended by adding Section 5-37.5 to read as follows: Sec. 5-37.5. Prohibiting excavation, construction or demolition at
night. (a) Intent and purpose. The City Council of the Town of Addison finds and declares that: 1. The uncontrolled excavation, erection. construction or demolition at night upon buildings
or structures presents an inconvenience or danger to the welfare and safety of those persons residing within or near the buildings or structures worked upon. 2. Such nocturnal activity
causes inconvenience or danger to those persons residing within or near the buildings or structures worked upon so as to constitute a public nuisance. 3. It is matter of public necessity
that the Town of Addison protect those persons residing within or near the buildings or structures worked upon from the danger posed by such nocturnal activity. 4. The provisions and
prohibitions hereinafter contained 1 
'1and enacted are in pursuance of and for the morals ]and general welfare of persons in the Town of Addison. 5. There is an immediate and present danger presented by ]the above described
uncontrolled nocturnal activity.creating an emergency. (b) Unlawful activity. It shall be unlawful for a person, firm or corporation to excavate, erect, build, construct, alter, repair
or demolish any bUilding or structure 1between the hours of 7,00 p.m. and 7,00 a.m., Monday Jthrough Friday, and between the hours of 7,00 p.m. and 8,00 a.m. on Saturday and Sunday,
if such activity is performed within a residential, apartment or townhouse zoned area, or within 300 feet of an occupied residence, except in cases of urgent necessity or in the interest
of public safety and convenience, and then only by permit of the City Manager. (c) The provisions of this section shall not apply to city and utility company when engaged in the installation
or repair of utility lines situated within such buildings or structures. SECTION 2. That any person, firm, or corporation violating any of the provisions of this ordinance shall upon
commission .,.l be deemed guilty of a misdemeanor, and shall be subject to a fine not to exceed the sum of Two Hundred Dollars ($200.00) for each offense, and each day such violation
continues shall constitute a :; . J separate offense. Further more, the construction or building permit of a person, firm or corporation may be revoked if said person, firm or corporation
continues violating any of the provisions of this ordinance. SECTION 3. That all ordinances of the City in conflict with the provisions of this ordinance be, and the same are hereby
repealed and all other ordinances of the city not in conflict with the provisions of this ordinance shall remain in full force and effect. . 1 ." .: : .d 2 , 1,. 1 ..' 
'. SECTION 4. That should any paragraph, sentence, subdivision, clause, phrase or section of this ordinance bp. adjudged or be held to be 􀁵􀁮􀁣􀁯􀁮􀁳􀁾􀁩􀁴􀁵􀁴􀁩􀁯􀁮􀁡􀁬􀀬􀀠illegal
or invalid, the same shall not affect the validity of this ordinance as a whole or any part or provision thereof other than the part so decided to be invalid, illegal, or unconstitutional.
SECTION 5. The importance of this ordinance creates an emergency and an imperative public necessity. and the ordinance shall take effect and be inforce from and after its adoption. DULY
PASSED BY THE CITY COUNCIL OF THE TOWN OF ADDISON, TEXAS, on this the 24th day of July. ATTEST: 􀁁􀀴􀀱􀁁􀁎􀁾􀁙􀀠 1:S 3 
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APPENDIX E SPECIAL PROVISIONS AND SPECIFICATIONS FOR SOLID INTERLOCKING CONCRETE PAVING STONE INSTALLATION AND REPAIR 1990 MISCELLANEOUS PAVEMENT IMPROVEMENTS -TOWN OF ADDISON, TEXAS
GINN, INC.-CONSULTING ENGINEERS PROJECT NO. 90433 
1 1 .) -, ,. 
SPECIAL PROVISIONS AND SPECIFICATIONS SOLID INTERLOCKING CONCRETE PAVING STONE INSTAI,I,ATION AND REPAIR PAR'f 1. =-GENERAl. 1.1 liELllElJ W!lRK ill. OTHER SEC'l'IONS OF THEm): SPECIFICATIONS
The general and special conditions of the contract shall apply to all work of this section with the same force and effect. ],2 SCOPE OF' WORK The Contl"actor shall be responsible for
furnishing all materials, equipment, tools, supervision, labor, applia"nces and s"eniices necessary for and incidental to completing all operations in connection with these specifications
and applicable drawings, subject to the terms of the contract. 1,3 PRODUCT HANDLING All Paving stones shall be delivered and unloaded at the jobsite at a location(s) approved by the
Director of Parks. All pallets shall be bound in such a manner that no damage occurs to the product or any public or private property during handling, hauling, Hnd unloading. 1.4 g:XP!.ANATION
OF DRAWINGS The Contractor shall not willfully install the concrete pavers as shown on the drawings when it is obvious in the field that. obstruction or differences in the area dimensions
exist that might not have been considered in preparation of t.he plans. Such obstnlctions or differences should be brought to the Owner's authorized representative. In the event this
notification is not performed, the Contractor shall assume full responsibiU ty for any revision necessary. (See also 3.3 I,AYING OF THE CONCRETE PAVING STONES) !-1ATERIALS The Contract-a)'
shall furnish a complete materials list prior to performing any worlt. The material list shall include the manufacturer and description of all materials used. Equipment or materials
installed or furnished without prior approval of the Director of Parks may be rejected and the Contractor r.equired to remove such materials from the site at his own expense. 
The solid interlocking concrete paving stones shall 1 conform to ASTM C936-S2. The paving stones shall be _J Onistone as manufactured by Pavestone Co" Grapevine, TeKas or equivalent.
Paving stones shall be 6 (6cm) 1 centimeter (2-3/S") in the color blend "antique red" or J equivalent, 2,1.1 CEMENTIOOS MATERIALS ] Portland Cements shall conform to ASTM Specification
C-150. J 2.1.2 Aggragates shall ,:nnform to ASTM Specification C-33 for Normal Weight Concrete Aggregate (nn expanded shale Dr lightweight aggregates). :] 2,1.3 .-QTHER CONS'fn'URN'PS.
Coloring pigments, air-intraining agents, Integral water repellents, finely ground silica, etc., shall conform to ASTM standards where applicable, or shall be previously establ ished
as sui.! "ble Un-,J use in concrete. -􀁾􀀠2.1.4 PHYSICAL 􀁾􀁆􀀮􀁑􀁕􀁉􀁒􀁅􀁍􀁅􀁎􀁔􀁓􀀠 .1 j 1. Compressive Strength -At the time of 􀁤􀁥􀁬􀁩􀁶􀁥􀁬􀁾􀁹􀀠to tbt'! 􀁷􀁏􀁬􀁾􀁫􀀠site, the
average compressive strength shall not be less than 8,000 psi with no individual unit strength less than than 7,200 psi, with testing prooe,lllres in accordance with ASTM Standard C-140.
2. Absorption -The average absorption shall not be greater than 5% with no indi.vidual unit absorption greater than 7%. 2.].5 VISl).l\I, INSPECTION . , All units shall be sound and free
of 􀁤􀁥􀁦􀁥􀁣􀁾􀁳􀀠that would interfere with the proper placing of unit or . 􀁾􀀠impair the strength or permanence of the cJ constru(.!tion. 2.1.6 TESTING Testing of concrete paver material
to be in accordance with ASTM Method C-140. -,. i . 1 
2.2 SAND [.AYING COURSE 1. The sand laying course shall be a well graded clean washed 􀁳􀁨􀁡􀁲􀁾􀀠sand with 100% passing a 3/B " sieve size and a maximum of 3% passing a No. 200 sieve
size, this is commonly known as manufactured concrete sand, limestone screening, or similar. Do ll.Q1. use mason 2. The contractor must furnish test results of the sand particle sizes
prior to delivery and installation to the Director of Parks at least two (2) days priOlO to commencement of work. 2.3 EDGE 􀁒􀁅􀁓􀁔􀁒􀁁􀁉􀁎􀁾􀀠1. All edges of the installed paving stone
shall be restrained. The type of edge restraint shall be curbstone (pre-cast). 2. All curhstCine' (Pre-cast) shall be manufactured out. of the same material and standards as the i.nted
ooking concrete pavers. The curbstone shall be pewter gray unless otherwise designated by the Director of Parks. 2.4 BM.E MATEIUl!1 The base materjal shall be 3" of C.T.B. (Cement Treated
Base) whi Gil me"ts or exc"eti,; t.he recommended specifications of Texas Industries, Arlington, Texas. 3.0 EXECU1'ION 1. The paving stone installer/contractor must },av", related experience
in the inst.allation of inter-locking concrete paving stones. Evidence of 􀁡􀁰􀁰􀁲􀁯􀁰􀁾􀁩􀁡􀁴􀀮􀁥􀀠experience must be furnished it requested by the Owner or Director of Parks. 3.1 PREPARATION
OF THF. 􀁂􀁾􀁓􀁅􀀺􀀠􀁣􀁏􀁮􀁾􀁓􀁅􀀠1. Existing dirt shall be excavated from the area below the installation site for the interlocking concrete paving st.ones. The remaining sub-grade
must be graded, shaped and compacted prior to installation of the base material. The allowance for a 1" crown shall be made in the sub-base and base courses. The finished sub-base shall
be approved by the Director of Parks prior to base placement.. 2. The C.T.B. (Cement. Treated Base) shall be installed according to the specifications and recommendat.ions of Texas Industries,
Arlington, Texa.s. 
"'ll J 13.2 {'J')NSTRlJCTION ill: THE SAND LAYING .GQ!1R.'lE 1. The finished base course shall be approved by the Director of Parl{s hefore the placement of tile sand ]laying conrse.
2. The uncolhpact.ed sand laying course sball be spread 1 .jevenly over the area to be paved and then screened to the appropriate level. The allowance for the ,.,I" cr:(lwn must he maintained
by the contr:ac:tot:. J 3.3 f.AYjNG PI" .CONCRETE pAVING STONES 1. The paving stones shall be laid in a herrillgbone ]pat.t.ern as shown on t.he drawings. Edgest.nnes ,(half and fnll
edgers) may be used to [eil.lce tilA qamount. of st.ones to be cut as long as t.he pat.tern j"is not significantly effected or skewed as det.ermjned by the Dir:ector of Parks. 2. 'lIlls
􀁰􀁡􀁶􀁩􀁮􀁾􀁊􀀠stones sha] 1 lH.-1aid in such a manner "] that. the desil:ed patter:n is mai.ntaIned and lhe Joints between the pavers are as tight as :1 possible. ,Joint.s between
paveJ:'3, alld jotnt.s jbetween pavers and curbstones (pre-cast) and poured in place curbs shall shall not. exceed l/S". 􀁾􀀧􀁨􀁩􀁳􀀠"]tol eranee must. he If"':; nl ai ned thr·ougbout
the ., __tproject.. 3. Htring 􀁬􀁩􀁮􀁥􀁾􀀠should he used to hold all pattern 1 lineB t.rue. J 4. P<'1vers ClIt to fi t must he cut-. wi th t.he same l/S" • 1 􀁾tolenlnce at:ound llght
standards, valve boxes, 􀁾􀀠etc. cllt.t·:i.ng 􀁾􀁬􀁢􀁡􀁬􀁬􀀠he accomplisbed to leave a • clean edge using a masonry saw. Whenever: '1possible, nn cuts should result w;t.h a paver less
than 1/3 of original dimens.ion.J 5. Paving stones shall he vihrated in the sand laying ··l ;.. ., course using a vibrator: capable of 3,000 to 5,000 -J pounds compaction force with the surface clean and joints open.
􀀺􀁾􀀠􀁾􀀠j6. After vibration, clean masonry type sand containing at least 30% of l/S" (3mm) padicles sball be spread over the paving stone surface, : 􀁾􀀠ij allowed to dry, and vibrated
into joints with 􀁾􀁪􀀠additional vibrator passes <'1nd brushillg so as to compI eteI y fill joint.s. "1 ; :.J C 1 l 􀁾􀁟􀁬􀀠
7. lifter hnal vihrat_l0n all edge st.ones must be flush wi.th cl11-bs or curbstones. 8. Upon complet.ion of work covered .in the Sect.i on, the Contractor shall clean tip all work areas
by removing all debris, surplus material and equipment from the site. " 
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